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Home My WebLink About2628 Flycatcher Way 18-1404; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000270 BUILDING PERMIT NUMBER: 18-10000270 Cr rYI( LA:, DATE: March 16, 2018 (J 1+ 0 q UNIT ADDRESS: FLYCATHCER WAY 2628 17-20-31-502-0000-2260 TRAFFIC ZONE:022 JURISDICTION: I LI 0SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2628 FLYCATCHER WAY / LOT 226 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Single'Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A 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 O SEMINOLE COUNTY ROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Name; Starlight Homes Fionda LLC Address: 1t)64 Greenwood Btvd suite 124 GRANT NALOY r SEMINOLE COUNTY, reMaot F 32746 isL ERY, OF CIRCUIT COURT & COMPTROLLER BK 7090 Ps 1586 (iPgs) CLERK'S a 2O1t302NOTICEOFCOMMENCEMENT 18RECOE•:DED I Ila'/20)1E 03:23: ),Il PH RECORDING FEES $10.00 State of Florida RECORDED "BY rdtemp County of Seminole Permit Number. Parcel ID Number. 17-20-31-502-0000- ';2 CeO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93 102 Lot GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Stariiciht Homes Florida LLC _ Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Tltle Holder [f other than owner) Name: NA Address: 6CONTRACTOR: R\,\' ate; Startigh dress: 1064 Persons within as provided by FL 32746 upon whom notice or other documents may be served To receive.a copy of the Uenor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration data Is i yearfrom date of recording unless a different date is spectfied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNERAFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE'FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH -`YOUR LENDER :OR,AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: Under penalti s of perjury, I declare that 1 have read the forego Ing,and that the facts stated in it are true to the s of ledge and ef. 0,ohers Printed Name Florida Statute 71313(t)(g). The owner must sign the notice or commencement and no one else may I;e permitted to. On in Ns dr'her stead' State of i- f. County of e— The foregoin instrument wa knowledged before me this day of ()2 r r,—,/, 20 by ` Who Is personally known to me Ll Name making statement OR who has produced identification type of Identification produced: Shayne Mangel it.NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/2112021 Book9090/Page1586 CFN#2018027825 r Page 1 of 1 BUILDING PERMIT Min Max 10 10 20 30 30 40 50 50 1000 60 70 70 1000 1000 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: Inspection Descriptioi Foundation/Formboard Slab Lintel Sheathing — Roof Sheathing — Walls Roof Dry In Frame Roof Final Insulation Final Insulation Final Single Family Residence ELECTRICAL PERIVIIT .... i Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final P Ty1 x ?_.. Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 MAR 16 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ F" L(:I(o i Documented Construction Value: S — T: 0—j 2 1(')Ic.° Job Address: 2-s10 2Q Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2,al,p Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 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? : City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida; LLC/Robert: Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 407-647-3700 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: Arch itect/Eng I nee r Information No CGC1522347 Name: Muihem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pen -nit 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: 1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the.public records of this county, and there may.:be additional permits. required fCom.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 Signature of Contractor/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 Robert Willets Print Contractor/Agent's Name Signature oft gsSta fYWDate o NOTARY PUBLIC o STATE OF FLORIDA X ` 2 Comm# GG113111 Jr, aExpires 6/21/2021 Contractor/Agent is V Personally Known to Me (or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[ Electrical[ Mechanical F11,1 Plumbing[ Gas[] Roof Construction Type:__ f F2 Occupancy Use: (Z3 Flood Zone: X- 5_gE- A, —, -rA c.HCb Total Sq Ft of Bldg: Min. Occupancy Load: I2 Hof Stories: I New Construction: Electric of Amps__Zs0 Plumbing - # of Fixtures_ 5 Fire Sprinkler Permit: Yes No R # of Heads Fire Alarm Permit: Yes No{] APPROVALS: ZONING: UTILITIES: ENGINEERING: VM- XC- 3 -Z 9 -1 & FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. qp . 3'I. 'Irv%e. WASTE WATER: BUILDING: SF 4- 1;4 Revised:_June_330, 2015 __ __ ._ _... - _ _ _Permit: Application 4 CITY OF SAIdFOR® M,L+;R ; 6 20118 BUILDING E PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 2 1Q Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2,ato b Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair DemoEl Change of Use MoveEl Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone: 407- 708-0161 Fag: 407- . 7-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: Architect/Engineer Information Name: Mulhem & Kulp Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA — No CGC1522347 Phone: 215- 646-8001 Fag: E- mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA 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: 51b 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. beadditional 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 Signature of Contractor/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 Robert Willets Print Contractor/Agent's Name Signature of tati?0i'lsitirid'd'"y ' V Date NOTARY PUBLIC t,•. . - STATE OF FLORIDA v Comm# GG113111 e 1g° Expires 6/21/2021 Contractor/ Agent is 1/ Personally Known to Me or Produced 113 Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: NUN BUILDING: Revised: June30,2015 .. -.--.------------_.._ _.------------- -._. ----------.-_Permit.Application _-------.------.--.. -- P1877- 0-'n%4Ms 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: 2628 Flycatcher Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2260 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 1INK 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) W Itil — m" . OFFICI aALUSEONLYenv Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1404 Reviewed by: Michael Cash, CFM Date: March 28, 2018 I ' I Application for Paved Driveway, Sidewalk or WalkwayIncluding Right-of-WayUse9 Landscapin11-11, Fight-of-ilVay www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over100 square feet of concrete or other material on the subject parcel and / or any construction of a e driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other c jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whaNsbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 2i"U ;, T 'Rti La•-i,l—ur , ;A V-L- 3 a l 13 2. Proposed Activity: IX Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Walkway Other. Completion Date Emergency Repairs This application i Vubtted by: Property Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@stariighthomes.com Date: 6-1a, -1 % 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or 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 re d u derstand 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: p Date: Date: November2015 ROW Use REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: kI Project Namelwk_,,n V.cm{e rve Project Address: a,t.nSL F-1 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. r, I I?rL Print Vame of Owner/Tenant Signat caner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor rr C 1522347 Gen. Contractor License # Oft &54e-6-00k_ Print Name of El. Contractor ignature of El. Contractor IccQ(203)96 El. Contractor License # Progress Energy Florida Power and Light on Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, minter Springs Date: 3 - 12, -1 8' 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): The specific permit and application for work located at: Street Add Expiration Date for This Limited Power of Attorney: License Holder Name: Robert VVillets State License Number: CGC1522347 Signature of License Holder: - STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was ackni 1 dged before me this day of 200 by i Ob@it V"es who is personally known to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) K oy ass §,rayne Mangei NOTARY PUBLICCf< F STATE OF FLORIDA f a r'omm# GG113111 vsi` a'N'b Expires 612112021 Rev. 08.12) Signature Crime02 u I Print or e name Notary Public - State of Commission No. My Commission Expires: t-'_L(_)Y' {30.111'101L_F: ::OIJhi 11 THIS INSTRUMENT PREPARED BY: ,Army LACA-YName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: EI K 0F i ONP1't l0L1_ER. RK' S 4 21:13027325 I+'E 0R1.t):i`IG FEES >iit, lit Parcel ID Number: 17-20-31-502-0000- 'DAc.p0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve, PB 81 Pas 93-102, Lot a,2kt-0 Address: 2P 2,B T_—Iwa-N r—u 3 GENERAL DESCRIPTION OF IM Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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, penalti s of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the s of ledge and ief. Owners Signature' Owners 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 his or her stead." State of County of e TheMforegomnpi. ment wa knowledged before me this day of r 20 by 1 )1L— Whois personally known to me l Name of person making statement OR who has produced identification type of identification produced: Shayne Mangel 61slie-_ NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111Expires 6/21 /2021 Notary Signature t _ z) t ti:7 ti M C k fW {A FORM R405-2017 r-CORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 226 - 1769 TL Builder Name: Starlight Homes Street: 2628 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: # ' 8 - 1 4 3104Owner: nl TME 1 -'vl Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2114.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1769.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft2 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft2 Conditioned floor area below grade (ftZ) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1769.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft2 b. Conservation features b. N/A R= ft2 None c. NIA R= ft2 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASS Total Baseline Loads: 56.06 I hereby certify that the plans and specifications covered by Review of the plans and S SHE STyl this calculation are in compliance with the Florida Energy specifications covered by this indicates AV0 •" ,_ Code. calculation compliance s t- '': PREPARED BY: with the Florida Energy Code. Before construction is completed t~ rnrr, - = "O IfOrd r DATE: this building will be inspected for compliance with Section 553.908 d I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyde. WE OWNER/AGENT: BUILDING OFFICIAL: 1 DATE: L DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 5:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 226 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type:, Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 226 Wyndham 2628 Flycatcher Way Seminole Sanford , FL , 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1978 ftz 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ftZ N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ftZ 0.1 Wood 1/17/2018 5:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width SpaceRA/allie FtEt Height -Sheathing Framing, Solar Belo w. InArea ., 1 E 2 N 3 W 4 S 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft2 0 0 0.6 4 355.4 ft2 0 0 0.6 4 554.6 ft' 0 0 0.6 4 172.7 ft2 0 0 0.6 4 329.0 ft2 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft2 19.4 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. v # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 E 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes W 3 Vinyl Low-E Double Yes S 4 Vinyl low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0,25 N 0.34 0.26 N 15.0 ft2 1 ft 0 in 1 ft 0 in None 45.0 ft2 1 ft 0 in 1 ft 0 in None 30.0 ft2 10 ft 0 in 1 ft 0 in None 41.0 ft2 11 ft 10 in 1 ft 0 in None 30.0 ft2 1 ft 0 in 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft2 410ft2 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA Egt.A ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/17/2018 5:33 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF , Cap 11 e, ,; ptPnt . _,.,,,,,C,gpservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan j Feb [ Mar A r Ma X Jun X Jul Au Se Oct Nov Dec JanHeatinXj X] Feb [X Mar APr May 4 Jun Jul AuJXJrl SeP f Oct XNov XDec Ventin Jan Feb (X Mar X Apr [ May ( Jun [ Jul Aug Se X Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/17/ 2018 5:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY P5; jERGYPER( i 'YSriMAN- LEVEL (EPL) DISPLAY 1 ESTIMATED ENERGY PERFORMANCE INDEX* = 96 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 (ft2 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: 2628 Flycatcher Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft2 1769 b. N/A R= ft2 Area c. N/A R= ft2 120.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. NIA R= ft2 13. Heating systems a. Electric Heat Pump 5.436 ft. 0.257 Area 14. Hot water systems 1769.00 ft2 a. Electric ft2 b. Conservation features ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: [Via Address of New Home: eto (, ,..City/FL Zip: - Z4, T-(- kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 5:33 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR'BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR.BARRIERAND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 226 - 1769 TL Builder Name: Starlight Homes Street: 2628 Flycatcher Way 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/soffitYPP9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs 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 gopang and wir M no, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilinus. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/17/2018 5:33 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FMBU1LDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 226 - 1769 TL Builder Name: Starlight Homes Street: 2628 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.R. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: os THE srAT. n 1/17/2018 5:34 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE B4. F0R. DUILDIRIG CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 226 - 1769 TL Builder Name: Starlight Homes Street: 2628 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct 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 1769 House Duct Total Conditioned Floor Area) System Qn,out)* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 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: ti3OS°IHE S T Oco LWLI B iw t7 1/17/2018 5:34 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project SummaryWrightsoft° Entire House EnergyAir, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.00m Web: v wenergyairoom For: Notes: Lot 226 -1769 TL, Starlight Homes 2628 Flycatcher Way, Sanford, FL 32746 Weather: Orlando ExecutiveAP, FL, US Job: Starlight -Wyndham Prose... Date: 4/14/2017 By: Plan: 1769 S Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 26 °F Design TD 18 of Daily range L Relative humidity 50 % Moisture difference 44 grAb Heating Summary Structure 17937 Btuh Ducts 1705 Btuh Central vent (57 cfm) 1620 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft) 1756 1756 Volume (ft3) 16375 16375 Airchanges/hour 0.26 0.14 Equiv. AVF (cfm) 71 38 Sensible Cooling Equipment Load Sizing Structure 15220 Btuh Ducts 2930 Btuh Central vent (57 cfm) 1105 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19255 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 289 Btuh Central vent (57 cf(n) 1697 Btuh Outside air Equipment latent load 3917 Btuh Equipment Total Load (Sen+Lat) 23172 Btuh Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 F Total cooling 28600 Btuh Actual airflow 899 cfin Actual airflow 899 cfm Airflowfactor 0.046 cfm/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Boldrdalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 7' wrightsoft' Right -Suite@ Universal 2017 17.0.28 RSU1 7013 ACCK ...Specific\wyndhamPreserve\Lot226-1769TL.rup Galc=MJ8 FrontDoorfaces: S 2018-Jan-1 7 17:29:53 Page 1 Manual S Compliance Report Job: Starlight -Wyndham Prese... wriaghtsoft, eporDate: 4/14/2017 Entire House By: EnergyA tr, ., InPlan: 1769 S c : : , ...,,. .._ 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Web: vmm.energyaircom For: Lot 226 -1769 TL, Starlight Homes 2628 Flycatcher Way, Sanford, FL32746 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19255 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.9°F Latentgain: 3917 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 23172 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 154% of load Total capacity: 26119 Btuh 113% ofload SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21262 Btuh Entering coil DB: 68.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 135% of load Capacity balance: 37 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elecstrip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 89%ofload Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan- 17 17:29:53 wrightsoft° Rght- Suite@ Universal 2017 17.0.28 RSU1 7013 Page ACCk ...Specific\ WyndhamPreserve\Lot226-1769TL.rup Calc=MJ8 FrontDoorfaces: S WI'iJ11 SOft° Duct System Summary Entire House Energy -Air, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.00m Web: wmmenergyairoom 0 • • For. Lot 226 -1769 TL, Starlight Homes 2628 Flycatcher Way, Sanford, FL 32746 Job: Starlight - Wyndham Prese... Date: 4/14/2017 Plan: 1769 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 fiction rate 0.187 in/100ft 0.187 in/100ft Actual airflow 899 dm 899 cfm Total effective length (TEL) 150 ft Name Design Btuh) Htg cfm) Clg 0m) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 c 1489 63 74 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3603 165 105 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2-A C 160 1 8 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer C 1355 64 67 0.344 5.0 Ox 0 VIFx 11.5 70.0 kit-din-fam C 2632 93 130 0.191 7.0 Ox0 VIFx 26.8 120.0 st1 kit-din-fam-A C 2632 93 130 0.195 7.0 Ox 0 VIFx 23.9 120.0 st1 kit-din-fan}B C 2632 93 130 0.233 7.0 Ox 0 VIFx 5.3 115.0 laun C 1087 20 54 0.356 5.0 Ox0 VIFx 8.7 70.0 m bath h 970 44 35 0.195 4.0 Ox 0 VI Fx 23.5 120.0 st2 m bed h 3501 160 101 0.193 7.0 Ox 0 VI Fx 29.8 115.0 st2 VAC h 1182 54 35 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) cfm) FIR fpm) in) in) Material Trunk st1 PeakAVF 186 261 0.191 590 9.0 0 x 0 VinlFlx st2 PeakAVF 259 171 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 216 0.187 627 9.0 0 x 0 VinlFlx Boldrrtalic values have been manuallyoverrfdden 2018-Jan-1717:29:53 wrightsoftb Right -Suite® Universal 2017 17.0.28 RSU17013 Page 1 ACCA...SpedfidwyndhamPreserve\Lot226-1769TL.rup Calc=MJ8 FrontDoorfaces: S B Return Branch Detail Table n Name djIe ,- Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-17 17:29:53 wrightsoft° Flight -Suite® Universal 2017 17.0.28 RSU17013 Page ACCA ...Specific\WyndharnPreserve\Lot226-1769TL.rup Calc=MJB Front Door faces: S Job M Starlight -Wyndham Preserve Performed for: Level 1 Energy Air, Inc Lot 226 -1769 TL 5401 Energy Air, Ct 2628 Flycatcher Way Orlando, FL 32810 Sanford, FL 32746 Phone: 40M8&3729 w vw.energyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU17013 2018-Jan-1717:30:16 m PresenelLot 226 -1769 TL.rup Tryi tlfLlItt t 1i 01. pp T fl• '( il VTR I ems' Jul I f. I I 3a CO a LAV NN 9 c o FF N f ymti I ITj", I f n o d 3.1 KIT AUT, 0 VENT II I O 1 .a 2'1 VTR iA I 4 Ii I Ih I 11 TUB I I 311 1 J,(' S V4''v ISa.". ' ''f"4J fir ,, J COT g°A .71 , p / d 11[' VI'j ' I11p'V'" P L '61 +l' 1 ' • yR ILftY ryFF. Li PLUMBING RISER DIAGRA.N-1. I a) L O .O ZN N d) .5 II coL O CO NC. CO Lij aNM 3 U)oC r C o.. 0-0 W o IIDIIIVMNSIION NOTE: Proposed building ,dimensions shown'- hereon are of the exterior. WYNDHAM PRESERVE LOT 226 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 7,130 SQ.FT. LIVING, AREA= 1,769; SQ.FT. GARAGE = 41O1 SQ.FT. ENTRY = 43'; SQ.FT. DRIVEWAY = 531 SQ.FT. PATIO = 109 SQ.FT. WALKWAY = 40i SQ.FT. A/C PAD = 9i SQ.FT. IMPERVIOUS= 49.3% SOD = 4,588 SQ.FT. OFF LOT AREA CALCULATIONS R/W = . 1,556 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTALAREA AREA = 8,689 SQ.FT. DRIVEWAY = 645 SQ.FT. SIDEWALK = 356 SQ.FT. SOD = 4,846 SQ.FT. WYNDHAM PRESERVE - LOT 226 PLOT PLAN LOT 220 LOT 221 N89°43'03"E 62.00' NORTH BOUNDARY L/NE OF LOT 226 n ri N i LOT 226 N AREA = 7,130 S.F. ± S 112.0' 13.7 12.7 COVERED In a' PATIO a' 11.6 ; PROPOSED I 1 STORY RESIDENCE 2628 FLYCATCHER WAY I a 1769 HAWKING LOT 227 ELEVATION - T 8.0' ; GARAGE - LEFT 6 a a FFE= 2 6.5 h I O 4.7 0 II 12.6' M 2 20.0 M Z a o 16.0'-- - a- M A A 13.3 PROPOS WALK d a A N O D LOT 222 O 4 LOT 225 a Q LO' UTILITY C'R a 2R EASEMENT (P) a 62.00 : S89'43'03' ' a p n • ' PROPOSED 5' a ' CONC SIDEWALK CONc. CURB FLYCATCHER WAS, PCP CENTER 50' RIGHT—OF—WAY — 4— (PRIVATE ROAD) V 391.64' S89'43'03"W rmr LB — roof Lqued7 menc LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed'reersBusinessBFP—Backflow' Preventer Si ht Distance Easement9 Survey -, PRM—Permanent Ref. Monument Reporteii: PCP —Permanent Control PointJDJS -Description FP&L-Florida Power & Light P -Plat FFE-Finish Floor Elevation D.B. -Deed Book E -Water Meter O.R,—Official Records Book N—Water Valve P.B.—Plat Book Cr—Fire Hydrant Pg..—Page RCE—Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Conc.—Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk' El —Electric Box FFE—Finished Floor Elevation g—Utility Pole C—Curb Inlet 17—Guy PoleGTI—Grate Top Inlet A —Light Pole P.U.E.—Public Utility Easement s--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl- Chloride O—Storm Sewer Manhole NCS—No Corner Set (Falls in Water) m—Sanitary Sewer Manhole SF —Square. :Feet EHHo —Electric Handhole D.U.E.—Drainage/Utility Easement) COO —Clean Out FMGD—MAG NAIL & DISK 1CVD4—Irrigation Control Valve P.K.—Parker Kalon Nail p —Sign SIR —Set 1/2" Iron Rod L87768 WD4—Gate Water Valve SPKD—Set P.K. & Disk. LB7768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 11, —Existing Grade FIP—Found 1/2" Iron Pipe 1_137768 a —Blow —off Valve FPKD—Found P.K. Nail & Disk LB7768 —aw —Drainage Flow Direction FCM—Found 4"x44" Concrete 10.0—Proposed Design Grade Monument PRM LB7778Note: Some items in above leaend10.2—As—Built/Existing Gradnotbeaoalicoble 0 Description I Date I Dwn.1 Ck'd I P.C. I Order No. I BUMDYNG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout. shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL.DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) go yoaoee000ee 0NLY w N'' es-0-12415yinW1 utve-,0•` LS6915PROFESSI0F&1SUWJYC0!& MAPPER NO . .................. VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 9 PCPI ZONIN — DATE 1 Ok to construct single family home with setbacks and impervious area shown on plan. nkocl PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "X" DESCRIPTION: LOT 226, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 e ' GeoPoint Surveying, Inc_ Drawn:JE I Checked:JDL P.C.: Data File:B&sonEast-Plat Date: 0 1 /27/18 Dwg:BrissonEast-Lot226 Order No.: - SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: - s PAtMER ELECTRIC Starlight Homes Seminole 1769 Hawking RECORD COPYLOADCALCULATION May 26, 2017 I. HVAC LOADS (NEC 2011 - 220.82(C)(3) - (01 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA IL GENERAL LOADS (NEC 2011- 220.82(B)(1) - (4 QTY LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft VALUE 5.31 TOTAL KVA KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA 1 LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) # 1 $ _ 1 4 4 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER BUIL.0j 1.20 1.20 KVA 1 DISPOSAL(1) 0.80 0.80 KVA O0.80 h'O0RANGE/OVEN (1) Q 77.20 1 RANGE/OVEN (2) gR7T E 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)l 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011- 220.82(A)) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber 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: WP0226 - WP0226 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0226 Model: 1769 Lot/Block: aa(j 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: FBC2017/TP12014 Design Program: MiTek 20/20 9.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet,•I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12986427 Al 1/17/18 18 T12986444 1 D1 1/17/18 1 12 1 T12986428 1 A2 1 1/17/18 119 1 T12986445 1 D2 1/17/18 13 1 T12986429 1 A3 1 1/17/18 120 1 T12986446 1 E1 1 1/17/18 j 14 1 T12986430 1 A4 1 1/17/18 121 1 T12986447 1 EJ3 1/17/18 15 1 T12986431 I A5 1 1/17/18 122 I T12986448 J EJ5 1/17/18 16 I T12986432 I A6 1 1/17/18 123 1 T12986449 1 EJ7 1/17/18 17 1 T12986433 1 A613 1 1 /17/18 1 1 wt SAN FPA 18 T12986434 1 A7B 1 1/17/18 1 19 IT12986435 1 B1 1 1/17/18 110 I T12986436 1 BJ 1 11 /17/18 l l IT129864371 BJ3 1 1/17/18 112 I T12986438 1 BJ5 1 1 /17/18 113 1 T12986439 1 C1 1 1/17/18 114 1 T12986440 1 C2 11 /17/18 115 1 T12986441 1 CJ3 1 1/17/18 116 1 T12986442 1 CJ5 1 1/17/18 117 1 T12986443 1 CJ7 1 1/17/18 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. LD/ 0 FORD R-0 404 0JJ%%` 1I r O S ' • e'i o 3 80 S T T E F 4c, . Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply W P0226 T12986427 W P0226 Al Common 11 1 Job Reference (o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s bep 15 2u1 / Mr l eK inausrnes, inc. vvea wan 1 / i 6:3ts:uz zui a rage i ID:rfytRhmERah3zfiORgKYR9zPCPY-101 DYtkgjFS6S?OQwk7r5jZSBtJ?QJgZOBxtEczuRDZ 1-0-0 6-0-7 12-7-1 1 9-0-0 25-4-15 31-1 1-9 38-0-0 9-0-0 0- 6-0-7 6-6-10 6-4-1 5 6-4-15 6-6-10 6-0-7 -0- 5x6 = 5.00 12 19 Scale = 1:66.3 f 1.5x8 STP = 3x8 — 16 15 21 3x4 = 4xG = 14 3x8 — 22 13 4x6 = 12 3x4 = 1.5x8 STP = d 3x8 — 9-2-14 19-0-0 28-9-2 38-0-0 9-2-14 9-9-2 9-9-2 9-2-14 Plate Offsets (X Y)-- 20-4-2 0-1-81 j4:0-3-0 Edge] [8:0-3-0 Edge] ]10:0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0,26 12-14 999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.97 Vert(CT) 0.54 14-16 835 180 BCLL 0.0 * Rep Stress incr YES WB 0.93 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 186 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Harz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/2227, 3-5=-2677/2031, 5-6=-1859/1566, 6-7=-1859/1566, 7-9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10-12_ 1868/2641 WEBS 6-14=-771/1062, 7-14= 6967710, 7-12= 252/513, 9-12= 302/438, 5-14=-696/710, 5-16=-252/513, 3-16=-302/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 19-0-0, Corner(3) 19-0-0 to 25-0-0 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 = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. IOM312015 BEFORE USE. _ Design valid for use only with Mllekc9 connectors. This design is based only upon parameters shown. and is for an individual building component, not a Truss system. Before use. The building designer must verify The aq licability, of design parameters and properly incor oiate this design into the overall ii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perman qentbracingIYffTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12986428 WP0226 A2 Hip 2 1 WP0226 Job Reference (optional) t3uilderS Flrst80urce, I ampa, Plant city, Florida 33b66 8.13u s Sep lb 2u1 / MI I eK maustrleS, Inc. Weo Jan 11 13:36:u3 Zuid rage 1 I D: rfytRhm E Rah3zfiQRq KYR9zPCPY-mabbmD IJ UZaz49bcTRe4ex6g B Hf E9q_j dogQm2zu RDY 1-0- 5-6-0 11-6-10 17-0-0 21-0-0 26-5-6 32-6-0 38-0-0 9-0- 0- 5-6-0 6-0-9 5-5-6 4-0-0 5-5-6 6-0-9 5-6-0 0- a0 5.00 12 5x6 = 6 Sx6 = 7 Scale = 1:68.8 1.5x8 STP= 16 f5 . 1 — 1.5x8 STP= 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 — 3x4 = 3x8 = 7-7-8 17-0-0 21-0-0 30-4-8 38-0-0 7-7-8 9-4-8 4-0-0 9-4-8 7-7-8 Plate Offsets (X Y)-- j2:0-4-2 0-1-81 16:0-3-0,0-2-4117:0-3-0,0-2-41,(11:0-4-2,0-1-81 LOADING ( psf) SPACING- 2-0-0 est. EFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.49 13-15 >915 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Be 0.97 Vert(CT) 0.81 13-15 >554 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-SH Weight: 189lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1453/0-8-0, 11=1453/0-8-0 Max Horz 2=-104(LC 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1969, 3-5=-2791/1853, 5-6=-2011/1369, 6-7— 1806/1320, 7-8=-2011/1369, 8- 10=-2791/1853, 10-11=-2982/1970 BOT CHORD 2-18=-1735/2674, 16-18=-1284/2241, 15-16=-873/1806, 13-15=-1254/2241, 11- 13=-1640/2674 WEBS 3-18=-220/381, 5-18— 290r'504, 5-16=-646/552, 6-16=-314/516, 7-15=-314/516, 8- 15=-646/552, 8-13=-291/504, 10-13_ 220/382 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, Exterior(2) 5-0-0 to 39-0-0 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at joint 11. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/201S BEFORE USE. Design valid for use only with FOITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss systeni. Before use, the building designer must verify the applicability of design T.,orameters and properly incorporale this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lei nfxxaiy and per brxing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Fat' rication, storage, delivery, erection and tracing of trusses and truss systems, se.eANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply P0226 T12986429 W P0226 A3 Hip 2 1J'ob Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:04 2018 Page 1 I D: rfytR hmE Rah3zfiQRq KYR9zPCPY-E n9zzZmxFsighJAp 199J A8fml h21 u NessSQ_J UzuR DX 1-0 7-4-11 15-0-0 23-0-0 30-7-5 38-0-0 9-0- 0- 7-4-11 7-7-5 8-0-0 7-7-5 7-4-11 -0- a0 5.00 F12 5x8 = 5x6 = Scale = 1:68.8 1.5x8 STP= 16 i4 13 11 1.5x8 STP= 4x6 = 2x4 11 4x6 = 3x4 = 3x8 = 4x6 = 2x4 11 4x6 = i 0 7-4-11 15-0-0 23-0-0 30-7-5 38-0-0 7-4-11 7-7-5 8-0-0 7-7-5 7%A1 Plate Offsets (X Y)-- (5:0-5-4 0-2-41 f6:0-3-0 0-2-41 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.43 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.15 9 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 185lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2— 93(LC 13) Max Uplift 2=-363(LC 12), 9=-363(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1875, 3-5=-2232/1435, 5-6=-1992/1402, 6-8=-2233/1435, 8-9=-2952/1875 BOT CHORD 2-16=-1620/2641, 14-16=-1620/2641, 13-14=-1005/1992, 11-13=-1528/2641, 9-11=-1528/2641 WEBS 3-16=0/314, 3-14=-718/668, 5-14=-198/502, 6-13=-190/502, 8-13= 717/669, 8-11=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 9. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MllekO connectors. this design is based only upon pxlranleters shown. and is for an individual building component, not a in.rss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate ]his design into the overall building design. Bracing indicated is to prevent buckling of individual linss web and/or chord members only. Additional leinporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ]he fabrication, storage, delivery, erection and bracing of trusses and t1r1SS sysierns, seeANSI/TPI t Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986430 W P0226 A4 Hip 2 1 Job Reference o tional bWlaers rlrsioaurce, i arnpa, rianr [iy, nunua 000w ... ..., .....,r ,.. .. ..... ..... ................ ..._. .. _-. __.... .-._---- -- . _ --- - I D:rfytRhm E Rah3zfiQ RgKYR9zPC PY-izi LAvmZOAq hJSI? bsgYj M Bzr5 NidgC?469Xrxzu R D W 1-0- 7-0-1 13-0-0 19-0-0 25-0-0 30-11-15 38-0-0 9-0- 0- 7-0-1 5-11-15 6-0-0 6-0-0 5-11-15 7-0-1 -0- 5x6 = 4 2x4 11 5x6 = 5 6 Scale = 1:67.6 1.5x8STP= I ,• 12 .'" .. ._ 1.bxabIr= 4x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x6 = 9-11-0 19-0-0 28-1-0 38-0-0 9-11-0 9-1-0 9-1-0 9-11-0 Plate Offsets (X Y) 4 0 3 0 0 2-4] (6 0-3-0 0-2-41 LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.80 DEFL, Vert(LL) in (loc) 0.27 12-14 I/defl 999 Ud 240 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.51 12-14 884 180 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2017/TP12014 WB 0.25 Matrix-SH Horz(CT) 0.13 8 n1a n/a Weight: 180Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Harz 2=-81(1-C 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3-4=-2635/1703, 4-5— 2407/1591, 5-6=-2407/1591, 6-7=-2635/1703, 7-8=-2891/1864 BOT CHORD 2-14=-1615/2601, 12-14=-1119/2118, 10-12=-1095/2118, 8-10=-1522/2601 WEBS 3-14=-333/466, 4-14=-325/529, 4-12=-200/529, 5-12=-364/307, 6-12=-201/529, 6-10=-326/529, 7-10=-333/466 Structural wood sheathing directly applied or 2-7-0 oc purlins. Rigid ceiling directly applied or 4-8-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Con-er(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 8. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 114II-7473 rev. 1070372015 BEFORE USE. e Design valid for use only with MilekO) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 11're overall building design. Bracing indicated is to prevent buckling of individual Truss web and/or chord members only. Additional temporary and permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0226 T12986431 W P0226 A5 Hip 2 1 Job Reference (optional) bunclerS b-IrstJOUrce, I ampa, mant uuy, t-IOroa JbDbb o. oV c —P o cv , i '- , en n iuuau tea, ..". v —Uy i I D:rfytRhmE Rah3zf iQRgKYR9zPCPY-A9Gk0 EnBnUyYxcKB9aCnFZk7GUk_MBo9Jmv5N NzuR DV 1-0- 5-2-3 11-0-0 19-0-0 27-0-0 32-9-13 38-0-0 9-0-0 0- 5-2-3 5-9-13 8-0-0 8-0-0 5-9-13 5-2-3 -0- Scale = 1:67.6 5x8 = 2x4 11 5x8 = 5.00 F1-2 4 5 6 1.5x8 STP = 16 15 1" 13 11 10 1.5x8 STP = 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x4 = 3x6 = 5-2-3 11-0-0 19-0-0 27-0-0 32-9-13 38-0-0 5-2-3 5-9-13 8-0-0 8-0-0 5-9-13 5-2-3 Plate Offsets (X Y)-- j2 0-4-2 0-1-81 (4 0-5-12 0-2-81 (6:0-5-12 0-2-81 (8:0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.48 11-13 >925 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 8 Wa rVa BCDL 10.0 Code FBC2017fFP12014 Matrix-SH Weight: 188Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8=-379(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3-4=-2558/1597, 4-5=-2872/1838, 5-6=-2872/1838, 6-7— 2558/1597, 7-8=-3001/1925 BOTCHORD 2-16=-1700/2691, 15-16=-1700/2691, 13-15=-1240/2314, 11-13=-1200/2314, 10-11= 1603/2691, 8-1 0=- 1603/2691 WEBS 3-15=-420/495, 4-15=-134/391, 4-13=-393/775, 5-13=-493/424, 6-13=-393n75, 6-11=-134/391, 7-11=-420/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-2-3, Exterior(2) 5-2-3 to 39-0-0 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 nonconalrrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 8. WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITekffi) connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design Flrameters and properly incorporate this design into the overall building design. Bracing Indicated is to Ixrckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing A k• prevent Is always required for stability and to prevent collapse with possible Personal tnlury and property damage. For general guidance regarding the I VBiTa fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANS17TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallobte from Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T12986432 W P0226 A6 Hip 1 IWPO2261 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2U1 I Mi I ex Industries, Inc. Wed .Ian 17 13:38:07 2018 rage i I D: rfytRhm E Rah3zfi Q Rq KYR9zPC PY-eMg6baopYn4OYmuOi HjOonG LV u3k5i N IYQeevpzu RD U 1-0- 5-B-11 9-0-0 1 5-8-0 22-4-0 29-0-0 32-3-5 38-0-0 9-0- 0- 5-,-11 3-3-5 6-8-0 6-8-0 6-8-0 3-3-5 5-8-11 -0- Scale = 1:67.6 5x6 = 4x6 = 3x4 = 3x4 = 5x6 = 5.00 12 4 8567 1.5x8 STP = 16 15 14 13 12 1.5x8 STP = 3x8 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 3x8 = 9-0-0 - - -- 10-0-0 ' 10-0-0 9-0-0 Plate Offsets (X Y)-- f2:0-4-2 0-1-81 f4:0-3-0 0-2-41 f6 0-3-0 Edge] (8:0-3-0 0-2-41 f10 0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.62 12-14 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 10 rv`a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-399(LC 8), 10=-399(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2925/1861, 3-4=-2710/1679, 4-5=-2497/1595, 5-7=-3397/2053, 7-8=-2497/1595, 8-9=-2710/1679, 9-10— 2925/1861 BOT CHORD 2-16= 1627/2618, 14-16= 1843/3312, 12-14=-1824/3312, 10-12= 1533/2618 WEBS 3-16— 185/356, 4-16=440I779, 5-16=-1025/616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8-12=-440/779, 9-12=-185/356 NOTES- (7) 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, Exterior(2) 5-0-0 to 39-0-0 zone;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 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. _ Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not - a Kiss system. Before use, the building designer must verify the applIcabilily of design parameters and properly incorporate this design into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - .:M f Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0226 T12986433 W P0226 A6B Hip 1 1 Job Reference (optional) tswraers rusioource, i arupa, rianr ugly, riuuud 000o0 I D: rfytRhm E Rah3zfiQRgKYR9zPC PY-7YOUpwpRJ5C FAwTaG_E F L_pXU I RTg7uSm4OBSGzuR DT 1-0-Q 5-8-11 9-0-0 15-9-3 22-2-13 28-8-8 29 -0 32-3-59-0- oo 5-8-11 3-3-5 6-9-3 6-5-11 6-5-11 0- -8 3-3-5 Sx8 = 5.00 12 4 3x4 = 3x6 = 3x4 = 5 6 7 5x8 = 8 Scale = 1:67.6 t .5x8 STP = 19 1817 16 15 1413 12 1.bx8 b I r = 3x8 = 3x4 = 1.5x8 STP= 3x4 = 1.Sx8 STP= 3x4 = 3x8 = 3x6 = 3x6 6x8 = 6x8 = 25-0-0 6-5-1 9-0-0 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/TP12014 CSI. TC 0.58 BC WB 0.450.65 Matrix-SH DEFL, in Vert(LL) -0.14 Vert(CT) -0.29 Horz(CT) 0.02 loc) I/deft L/d 2-19 >999 240 2-19 >499 180 10 rVa n/a PLATES GRIP MT20 244/190 Weight: 184lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=-58(LC 13) Max Uplift All uplift 100 lb or less at joints) except 2-114(LC 12), 10=-191(LC 13), 17=-410(LC 9), 15=-131(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=347(LC 23), 10=623(LC 24), 17=1359(LC 1), 15=623(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-370/663, 7-8=-209/306, 8-9=-654/533, 9-10-902l738 BOT CHORD 17-19=-145/306, 15-16=-113/375, 14-15=-113/375, 12-14=-219/582, 10-12-509/787 WEBS 3-19=-299/421, 4-19=-201/363, 8-12=-239/438, 9-12=-265/397, 4-17=-817/564, 5-17=-883/634, 5-16=-196/382, 7-16=-272/292, 7-14=-257/154, 8-14= 553/327 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, Exterfor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at joint 15. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekn connectors. This design is based only upon parameters shown, and is for an individual building component, not a irrrss system. Before use, the. building designer nnrsl verify the applicability of design parameters and properly incorporate this design info the overall building design. Bracing Indicated is to prevent txackling of individual truss web and/or chord members only. Additional ternporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T12986434 WP0226 A713 Hip Girder 1 1 WP0226 Job Reference (optional) Liullaers rlrsfJource, i ampa, runt uuy, nunua c0000 . .,., =N ., _ , ,._,. ............ . . ............ __ .... -- _ . ID:rfytRhmERah3zfiQRgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjQPun666ql2PIEOtIW BzuRDR 1-0- 3-4-2 7-0-0 13-0-14 19-0-0 24-11-2 3-1 -0 34-7-14 38-0-0 9-0- 0- 3-4-2 3-7-14 6-0-14 5-11-2 5-11-2 6-0-14 3-7-14-0- 5x8 = 3x4 = 5x6 = 3x4 = 5x8 = 5.00 F12 4 19 20 5 21 22 6 23 24 7 25 26 8 2x4 3 2 I 2X4 9 1( 0 1.5x8 STP = 18 27 3x6 = 3x4 = u 28 17 16 29 30 1.5x8 STP = 3x6 = 6x8 15 31 32 14 13 33 34 12 3x6 = 1.5x8 STP = 3x4 = 3xG = 6x8 = Scale = 1:67.6 11 1.5x8 STP= 3x6 = 12-0.0 13-0-1 19-0-0 24-8-0 24-11-2 31-0 36-V-u 7-0-0 5-0-0 0-1 5-11-2 5-8-0 0- -2 6-0-14- 0 7-0-0 Plate Offsets (X Y)-- [4:0-5-12 0-2-8] [60-3-0 0-3-0] [8 0-5-12 0-2-8] [14i0-3-8 0-3-0] [16 0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in too) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ved(LL) -0.05 2-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.10 2-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 187lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oo bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14, 4-16 REACTIONS. All bearings 0-8-0 lb) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-243(LC 8), 10= 248(LC 9), 14=-754(LC 4), 16=-738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16=2190(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 195/433,3-4=-1031/362, 4-5=-141/528, 5-6=-362/156, 6-7=-362/156, 7-8=-131/528, 8-9=-1031/375, 9-10= 1195/446 BOT CHORD 2-18=-393/1057, 16-18=-292/954, 15-16=-528/226, 14-15=-528/242, 12-14= 267/954, 10-12=-358/1057 WEBS 4-18=-125/690, 8-12=-125/690, 8-14=-1645/555, 4-16=-1645/567, 7-14=-1154/575, 5-16=-1154/575,7-15=-316/990,5-15= 316/990,6-15= 590/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 Ib down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 Ito down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-0, 105 Ib down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11-4, 105 lb down and 107 lb up at 26-11-4, and 105 lb down and 107 lb up at 28-11-4, and 124 lb down and 134 Ito up at 31-0-0 on top chord, and 429 lb down and 182 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-0, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 26-11-4, and 81 Ito down at 28-11-4, and 429 ib down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). rmu moclol otanuwu -- WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MIR-1<6 connectors. this design is based only upon parameters showm and is for an individual building component not a truss system. Before use, the building designer must verify the api.ilicablilly of design lxlrameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent trickling of individual truss web and/or chord members only. Addifional temlx>rary and permanent bracing . MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see-ANSi/TPt t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986434 WP0226 A713 Hip Girder 1 i Job Reference (optional) builders FirstSource, I ampa, Plant city, Florida 33566 b.13U s J-p 1 b ZUI I IVII I eK Inousu ley, III(;. vveu Jall I / I J:30: I U zu 10 raye G ID:rfytRhmERah3zfiORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjQPun666ql2PIEOtIW8zuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8= 54, 8-11=-54, 2-10=-20 Concentrated Loads (Ib) Vert:4=-105(B) 8=-105(B)18=-429(B)12= 429(B)16=-58(B) 7=-105(B) 5=-105(B) 15=-58(B) 6=-105(B)19=-105(B) 20=-105(B) 21=-105(B)22=-105(B) 23=-105(B)24=-105(B)25=-105(B)26=-105(B)27= 58(B)28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34— 58(B) WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. [his design is based only upon parameters shown, and is for an individual building component, not a Truss system. Before use, the building designer must verify the applicability of design Ixlrameters and properly incorpcxate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord rnemt:>ers only. Additional temporary and perma')ent t:>racing MiTek` IS always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcalion, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986435 WP0226 B1 Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-?Je?elsyMKihfXnLVgiBVq_9MvoYmwV 1 hhMPb1 zuRDP 1-0- 7-1-8 9-4-0 it-8-0 17-11-9 24-4-15 31-0-0 38-0-0 9-0- 0- 7-1-8 2-2-8 2-4-0 6-3-9 6-5-5 6-7-1 7-0-0 0- Scale = 1:70.1 5x6 = 5x6 = 3x4 = 5.00 12 4 5 2x4 11 3x6 = Sx8 2x4 = 14 6 1.5x8STP= 17 16 15 24 25 26 14 1327 28 29 12 1.Sx8STP= 3x6 = 3x8 = 4x6 = 3x8 = 3x6 = 2x4 11 3x6 = 3x4 = 9-4-0 17-11-9 24-4-15 31-0-0 38-0-0 9-4-0 8-7-9 6-5-5 6-7-1 7-0-0 Plate Offsets (X Y)-- 19'0-5-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.71 14-15 >629 180 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 353Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 8-11-11 oc bracing: 14-15. 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=191010-8-0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10= 852(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 3-4=-3819/1168, 4-5=-3792/1155, 5-6=-7155/2339, 6-8=-7155/2339, 8-9=-7301/2463, 9-10=-5548/1866 BOT CHORD 2-17=-998/3612, 15-17=-1587/5417, 14-15=-2340/7301, 12-14= 1633/5039, 10-12=-1628/5007 WEBS 4-17=-854/2820, 5-17=-3124/1075, 9-12=-105/712, 9-14=-804/2479, 5-15=-695/2025, 8-14=-686/420, 6-15=-523/308, 8-15=-467/553 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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) Unbalanced roof live loads have been considered for this design. 4) 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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11-4, 145 to down and 107 lb up at 20-11-4, 145 lb down and 107 lb up at 22-11-4, 145 lb down and 107 Ito up at 24-11-4, 145 lb down and 107 lb up at 26-11-4, and 145 lb down and 107 lb up at 28-11-4, and 166 lb down and 134 Ito up at 31-0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 Ito down at 22-11-4, 81 lb down at 24-11-4, 81 Ito down at 26-11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI1-7473 rev. 10103,2016 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorfwrate, this design into the overall indicated is to buckling Individual truss web and/or chord members only. Additional ternporary and permanent bracing MiTek' building design. Bracing prevent of is always required for stability and to prevent collapse with possible lam'-rsonal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. Fabrication, storage, delivery, erection and bracing of trusses and Truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0226 T12986435 W P0226 B1 Special GirderRoofSp 1 nL Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep lb 201 / MI I OK Industries, Inc. Wed Jan 11 13:38:12 2ul8 Nage 2 I D:rfytRhmERah3zfiQRgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq_9MvoYmwV 1 hhMPbt zuRDP 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, 5-9=-54, 9-1 1_ 54, 2-10=-20 Concentrated Loads (lb) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19= 105(F) 20=-105(F) 21=-105(F) 22= 105(F) 23=-105(F) 24=-58(F) 25=-58(F) 26=-58(F) 27= 58(F) 28=-58(F) 29=-58(F) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use only \0 In MilekC} connectors. This design is based only upon parameters shown, and is for an Individual Ixtitding component, not a Iruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 888 building design. Bracing indicated is to prevent buckling of individual buss web and/or chord mernbers only. Additional ten)Wrary and lxrmanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and Firm systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Aexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986436 W P0226 BJ1 Jack -Open 12 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mk r ek muusores, Inc. vveu , an r r r o.00. I 1. i o aye ID:rfytRhmERah3zfiORgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22W UOJIeVV8BwL5y7TzuRDO 1-0-0 1-0-0 1-0-0 1-0-0 2x4 = 1.5xB STP = 1-0-0 Scale = 1:6.5 Plate Offsets (X Y)-- (2'0-1-14 0-0-10) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 2441190 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/TP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-B(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Corner(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 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 8 lb uplift at joint 3 and 69 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010112015 BEFORE USE. Design valid for use only with Milek6 connectors. his design is based only upon parameters shown, and is for an Individual building componenl, not - a tTUsS systen I. Before use, the building designer must verify the applicability of design paramefers and properly incorporate this design into the overall building design. Bracing indicated is to prevent I.xlckling of individual truss web and/or chord members only. Additional temporary and permanent bracing tU6iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldo nce regarding the fabrication, storage, delivery, erection and bracing of Cusses and truss sysloi ns, seeANSi/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986437 W P0226 BJ3 Jack -Open 10 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 t -0-0 3x4 = 8.130 s Sep 15 2017 MI I eK Industries, Inc. Wed Jan 17 13:3871 s 2018 Page 1 I D:rfytRhm E Rah3zf i QRq KYR9zPC PY-TW BNseta7dgYGhMX3YgQ22W TuJ HbVV8 Bw L5y7TzuR DO Scale = 1:10.8 1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X Y)-- j2 0-0-2 0-0-01 LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Verl(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa rVa BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Harz 2=59(LC 12) Max Uplift 3= 42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at joint 2. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. tq Design valid for use only with MiTeM connectors. This design Is based only upon parameters shown• and is for an individual Lxullding component, not p a truss system. Before use, the building designer must verify the applicability of design parameters and prolx,.dy Incorporate this design into the overall building design. Bracing indicated is to prevent tauckling of individual truss web and/or chord members only. Additional temporarya1d permanent brac6lg g T 888999 Tek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabicatlon, storage• delivery, erection and tracing of trusses and truss systems, ser-ANSI/TPI i Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fror n Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qiy Ply W P0226 T12986438 WP0226 BJ5 Jack -Open 6 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 6.13U S oep 1 b 2U1 I Ivi 1 etc inausirles, in(;. Wed Jan i I 1 o:ao: 14 cv so -ye i I D: rfytRhmE Rah3zfi QRq KY R9zPCPY-xi I I3_tCuxzPurxkd F LfaF3ZQjaxEyOK9? rW fvzuR DN 1-0-0 5-0-0 1-0-0 5-0-0 0 6 N 3x8 = i.5x8 STP= Scale = 1:15.8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL.. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rUa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Gram 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a trus system. Before use, the building designer must verify the api-licability of design paramelers and properly incorporate IT its design into the overall truss merntaers only. Additional temtwraiy and permanent bracing MiTek` building design. Bracing indicated is to prevent buckling of individual web and/or chord Is always required for stability and to prevent collapse with possible personal Injury and pxoixer y damage. For general guidance regarding the 6904 Parke East Blvd. robtication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0226 T12986439 W P0226 C1 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 I D:rfytRtimERah3zfiQRgKYR9zPCPY-PuJ7HJugfF5GW? W wAysu7Tckb7pDzNAUNfa3BMzuRDM i -1-0-0 5-11-10 8-4-0 10-4-0 12-8-6 _ _ 18-8-0 0105-11-10 2-4-6 2-0-0 2-4-6 5-11-10 3x8 = 3x4 = 3x6 II 3x4 = 4x6 = 1.Sx8STP= 3x8 = 3x8 = Scale = 1:33.3 8-4-0 10-4-0 13-4-0 18-8-0 8-4-0 2-0-0 3-0-0 5-4-0 Plate Offsets (X Y)-- f2 0-4-2 0-1-81 f4:0-2-0 0-2-111 f6:0-2-0 0-2-111 f8:0-4-2 0-1-81 f11:0-2-0 0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.36 2-10 >417 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 8 rUa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 76lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13), 2— 198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1), 2=703(LC 1), 9=159(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/826, 3-4=-820/646, 4-5= 721/610, 5-6=-721/610, 6-7=-817/653, 7-8=-1060/881 BOT CHORD 2-10=-700/938, 9-10=-678/913, 8-9=-678/913 WEBS 3-10=-278/395, 5-10=-358/416, 7-10=-252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 18-4-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 ib uplift at joint 9. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03M15 BEFORE USE. e Design valid for use only with MITekO connectors. This design is based only upon parametersshown, and is for an Individual building component, not a lftw system. Before use, the building designer must verify the applicabilily of design parai neters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M preventis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iTek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0226 T12986440 WP0226 C2 Hip 1 1 Job Reference (optional) C.... n17 —TnL In.1 nl.i..o Inn 111,1 Inn 17 13:38:15 2018 Pnno 1BuildersFuSiSOUICe, Tampa, Yldrlr 1..Iry, r-IOIIUd 33500 v. i uv S .OF .s cv r iv cn ii i.. v,.,.i.v.., , ,.,. ...,...,.. , . ,., .. .., -..- . I D:rfytRhmERah3zfiQRgKYR9zPCPY-PuJ7HJugfF5GW? W wAysu7Tcjl7rhzKeUNfa3BMzuRDM 1-0-0 6-4-0 12-4-0 18-8-0 1-0-0 6-4-0 6-0-0 6-4-0 Scale = 1:33.5 I Sx8 = 4x6 = 3 4 1.5x8 STP = 2x4 11 3x4 e L5x8 STP = 3x8 = 1.5x8 STP = 3x6 = 3x4 12-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DER, in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.06 2-9 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.09 7-9 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 REACTIONS. (lb/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0-8-0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2= 173(LC 8), 6= 99(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 885/581, 3-4— 398/390, 4-5= 512/322 BOT CHORD 2-9=-460/748, 7-9=-461/758, 6-7=-180/406, 5-6=-180/406 WEBS 3-9=-19/282, 3-7=-426/319, 4-7=-159/264 18-8-0 PLATES GRIP MT20 244/190 Weight: 75 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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, Exterior(2) 5-0-0 to 18-4-0 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) 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 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Milek8 connectors. [his design Is IxAsed only upon porametersshown, and is for an Individual building component, not a Inrss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate Nils design into the overall lxrckling individual Muss web and/or chord members only. Additional te.ml:)oraiy and permanent bracing Mffek' buildingdesign. Bracing indicated Is to prevent of Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avertable from Truss Plate Institute- 218 N. Lee Street, Suite 312, Alexandria- VA 22314. Tampa, FL 33610 lo. Job Truss Truss Type Oty Ply WP0226 T12986441 WP0226 CJ3 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-5-0 1-5-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 7.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/fP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=31/Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2=-94(LC 4) Max Grav 3=45(LC 32), 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:16 2018 Page 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-u4tW UNSQYD78946kgN7fg8z4WJvistdcJKdkozuRDL 3-2-14 3-2-14 Scale = 1:9.2 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 2-4 >999 240 MT20 244/190 Vert(CT) -0.01 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSIfTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 lost 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 17 lb uplift at joint 3 and 94 Ito uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ito down and 85 Ito up at 1-4-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. e Design valid for use only with Milek6 connectors. This design Is (rased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incogxxate this design Into the overall design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fTek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SolelyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type City Ply W P0226 T12986442 W P0226 CJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:17 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-MHRui?w5BsL_IIfJINuMCuhzt wYaRJ7mrz3AGEzuRDK 1-5-0 3-9-9 7-0-2 1-5-0 3-9-9 3-2-8 3x6 = 7-0-2 7-0-2 Plate Offsets (X,Y)-- j2:0-3-0,Edge) LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 2-4 756 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.18 2-4 440 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corri 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 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 91 lb uplift at joint 3 and 159 Ito uplift at joint 2. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MI lek(D connectors. ]his design Is based only upon pxaramelels shown, and Is for an Individual building component, not a truss system. Before use, the btillding designer must verify fire applicability of design parameters and properly Incorporate this design into the overall design. Bracing indicated is to txrckting of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986443 W P0226 CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-5-0 d 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:18 2018 Page 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-qT?GvLxjyATrNSEVs5Pbl5EHPKw1 Akhw4dpjogzuRDJ 7-0-8 2x4 = 2x4 = 2x4 • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.05 2-7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.11 2-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH 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=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-6— 696/272, 3-7=0/359 Scale = 1:21.2 Io PLATES GRIP MT20 244/190 Weight: 39lb FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 Ib down and 87 Ito up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 Ito down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (Ib) Vert: 3= 75(F=-38, B=-38) 7=-36(F=-18, B= 18) 8=44(F=22, B=22) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. _ gs Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not - g a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporale this design into the overall ®®®® building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addlllonal temporary and Permanent bracing MiTek' IS always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatlon, storage, delivery, erection and bracing of tIU.SSOS and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WP0226 T12986444 WP0226 D1 Roof Special 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s bep 15 2011 MI I ek Industries, Inc. Wea .tan 17 13:iwiy zultt rage i I D:rfytRhmERah3zfiORgKYRgzPCPY-IfZe6hxLjTbh?cphPowgHJmOykF3v9V31 HYHL7zuRDl 1-0-0 6-8-0 9-0-0 13-0-0 14-4-0 18-8-0 1-0-0 6-8-0 2-4-0 4-0-0 1-4-0 4-4-0 4x6 = 3x4 = v 4x6 = 1.5x8 STP = 2x4 I 1 3x4 = Scale = 1:34.1 P= 3x4 = Io 6-8-0 10-6-0 13-0-0 14-4-0 18-8-0 6-8-0 3-10-0 2-6-0 1-4-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 2-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 78 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=164/0-8-0, 2=530/0-8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav 7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/597, 3-4=-604/636 BOT CHORD 2-11=-407/550, 9-11=-527/617 WEBS 3-11 =-1 11/265, 5-9— 269/231, 4-9=-654/527 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=4.2pst; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-8-0, Corner(3) 6-8-0 to 18-4-0 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) 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 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9- WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. in mull Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not - - - a truss system . Before LW, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , y i wa building design. Bracing Indicaled Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent txcr, ing 9 V iT e k• is always required for stability and to prevent collapse with Possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and f)racing of trusses and truss systems, sec-ANSI/7I1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0226 T12986445 WP0226 D2 I Roof Special Girder 1 1 I IJob Reference (optional) FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:20 2018 Page 1 I D:rfytRhm E Rah3zfiQRq KYR9zPC PY-ms70K 1 yzU njYcmOtzW S3q W J b?8S6eaYDXxlgtZzuR DH 1-0-0 6-8-0 11-0-0 16-4-0 18-8-0 19-8-0 1 00 680 440 540 -- - 24-0 100 Scale = 1:34.2 46 = M o 1.0x0 a i r — 4x6 = — 2x4 I I 4x6 3x4 = 1.6x8 STP = 3x4 6-8-0 11-0-0 13-4-0 16-4-0 18-8-0 6-8-0 4-4-0 2-4-0 3-0-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 10-12 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.17 10-12 889 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 80lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=372/0-8-0, 9=490/0-8-0 Max Horz 2=44(LC 8) Max Uplift 2= 163(LC 8), 6=-127(LC 5), 9=-117(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/207, 3-4=-803/202, 4-5=-321/112, 5-6= 370/107 BOT CHORD 2-12=-131/704, 10-12=-303/1088, 9-10=-285/1044, 8-9=-285/1044, 6-8=-70/330 WEBS 3-12= 44/349, 4-12=-449/214, 4-10=-308/125, 4-8=-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed 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 163 lb uplift at joint 2, 127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb Lip at 15-7-4, and 86 lb down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 Ib down at 15-7-4, and 20 lb down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=24(F) 8=-O(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual Wilding component, not = a truss syslern. Before use. the building designer must verity the amicability of design parameters and properly Incorporate Ibis design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent tracing 'Mi Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of busses and truss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Sireel, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986446 W P0226 E1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:21 2018 Page 1 ID:rtytRhmERah3zfiQRgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 1-0-0 5-0-0 8-4-0 13-4-0 1-0-0 5-0-0 3-4-0 5-0-0 4x6 = 4x6 = Scale = 1:24.3 LD o 6• 9d• 7 9 6 6 6' 6• 1.5x8 STP = 2x4 11 2x4 I I 1.5x8 STP = 3x4 = 3x4 - 5-0-0 8-4-0 13-4-0 5-0-0 3-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.09 5-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-SH Weight: 48lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz 2=41(LC 12) Max Uplift 5=-243(LC 9), 2=-274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/482, 3-4=-1250/454, 4-5=-1411/478 BOT CHORD 2-7=-403/1238, 6-7=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 243 lb uplift at joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5-0-0, and 60 lb down and 87 Ito up at 6-8-0, and 188 lb down and 185 lb tip at 8-4-0 on top chord, and 116 lb down at 5-0-0, and 52 lb down at 6-8-0, and 116 Ib down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-1 41 (F) 4=-141 (F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) WARNING - Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milek0 connectors. [his design Is based only upon parametersshown, and Is for an individual building component, not a Ines system. Before use, the building designer must verify the applicability of design Ixiramelers and properly incorporate this design into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing q MpreventIS always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iTek* fabrication, storage, deliveiy, erection and bracing of muses and truss systems, see.ANSI/TPI I Quality Criteria, DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986447 WP0226 E,13 Jack -Open 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 100 2x4 = 1.5x8 STP= 1W 8.130 s Sep 15 2011 MI I ek InOUStneS, Inc. Wed Jan 11 13:3f3:21 2UI t$ Yage 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMksrtX10N77Mmb1 NP?zuRDG 2-4-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rVa rVa BCDL 10.0 Code FBC2017lFP12014 Matrix-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/tvlechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12), 2= 74(LC 8) Max Grav 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; 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 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 27 lb uplift at joint 3 and 74 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. F!!Fp11 Design valid for use only with MilekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not " - -- - a Inks system. Before rrse, the building designer must verify the applicability of design pafarneters and properly incorporate this design into the overall ®®® building design. &acing indicated is to prevent buckling of Individual truss web and/or chord members only. Addlllonal temporary and permanent bracing - MiTek` is always required for stabllily and to prevent collapse with possible personal Injury and property damage. rot general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandila. VA 22.314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0226 T12986448 W P0226 EJ5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 1-0-0 ' 3x8 = 1.5x8 STP = 8.130 s Sep 15 2017 Mi folk Industries, Inc. Wed Jan 17 13:38:22 2018 Nage 1 I D:rfytRhm E Rah3zfiQRq KYRgzPC PY-i EEnlj_DOOzGs4YG5xUXvxOxPxJ o6aM W ? F nxxSzuR D F LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Weill Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL ,l Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% 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 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 101032015 BEFORE USE. Design valid for use only with Milek(.D connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss systen'r. Before use, the building designer must verify the applicability of design parameters and prosily incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanent bracing A TIY1 iek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0226 T12986449 W P0226 EJ7 Jack -Open 20 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 ta6 Plate Offsets 3x8 = 1.5x8 STP = LOADING (psi) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3= 102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:23 2018 Page 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-ARo9y3_rni57TD7See?mS9xONLaprl cfDvW UUuzuRDE 7-0-0 7-0-0 Scale = 1:19.8 7-0-0 DE FL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Vert(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=O.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces R 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 102 lb uplift at joint 3 and 85 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/0"015 BEFORE USE. Design valid for use only with MiTek® connectors. 1Ns deslgn is based only upon parameters shown, and Is for an Individual building component, not a Iruss system. Before use., the building designer muss verity the applicability of design parameters and Properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual 111IS5 web and/or chord mernbers only. Additional temporary and permanent bracingMiTek' prevent Is always required for slahlllty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/t d' For 4 x 2 orientation, locate plates 0-110 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated, Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 0 c O U c O BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, 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 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack 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 tightly 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 non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 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 an engineer. 17. Install and load vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. 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. MOM HEIGHT 56HEDULE 13-8-0 11-8-0 12-8-0 Bit CD C' ti BJ3 BJ3 CS) ffj5 rL R75 R5 F14 A3 RI NOTE5: 1.) REFER TO HII3 91 (REGOMMENDATiON5 FOR HANDLING 11,15TALLATION AND TEMPORARY BRACING,) AT REFER TO ENGINEERED OkAWIN65 FOR PERMANENT BRACING REQUIRED. A 1 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) ML15T DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR AT ALTERNATE BRACING REQUIREMENT5. 3.) ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED BY BUILDER. AT 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING, UNLE55 OTHERWISE NOTED. AT CS) 5.) ALL WALI-5 5HOWN ON PLACEMENT 10 Al PLAN ARE CONSIDERED TO BE LOAD BEARING, UNLE55 OTHERWISE NOTED. fit 6.) 5Y42 TRU55E5 MUST BE INITALLED WITH THE TOP BEING UP. 77;;; . ........ ............. - . ..... At 7.) ALL ROOF TKU55 HANGERS TO DE 5IMP5ON HTU26 UNLB5 OTHERWISE NOTED. ALL At FLOOR TRU55 HANGE?5 TO DE 5IMPI)ON THA422 UNLF55 OTHERW15E NOTED, 6.) BEAM/HEADER/LINTEL (HDR) TO DE A2 FURN15HED BY BUILDER. A .. 3 . 51-10P DRAWING APPROVAL TH15 LAYOUT 15 THE 50LE 60URCE FOR FADRICATION OF A14.. TRU55E5 AND VOIV, ALL PREVIOL15 ARCHITECTURAL OR OTHER TfU55 LAYOUT5. REVIEW AND APPROVAL OF TH15 LAYOUT MUST w5- DE RECEIVED BEFORE ANY TRU55E5 WILL PE DUILT. VERIFY ALL WNDITION5 TO INSURE A6AMT CHAN6E5 THAT WILL RE5ULT F16 IN EXTRA CHARGE5 10 YOU. 0 1 .. . 7 9,1-ud kln,y V au c I Appro,eA by, Dote: 13j3 C2 CED CL) klBuildersDI FirstSource D2 Orlando T Bit CS) PHONE: 407-551-2100 FAX: 407-051-7111 cis ec'j Plant City 7 BJ3 BJ3 cp PHONE: 813-759-5q51 FAX: 513-752-1532 CIP BJ I jl m 7 BUILDER 13-4-0 Starlight Homes 1E 1769 Hawking T LT6AL ADPK[55 TEV15ION: WP0226 5tAdf: N T PATL PlAn Ily J00 I 11-7-17 JoshI rA RECORD CO°Y Permit # City of Sanford....,,, , Building and Fire Prevention Product Approval S ', i ation Form 1 8- 1 4 0 4 SANFOR€ O AI RTM, Project Location Address Q As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional LION 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 1. Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding 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 meets 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 Af, 0 .,, Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts ; Publications FBC Staff , BCIS Site Map i Links i Sear bpr a Product Approval USER: Public Userda Product Aooroval Menu > Product or AmAication Search > Application 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@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 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 1. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15036 R2 COI (b) Cert of Independence.oddf 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 FL15036 R2 Eauiv (b) Equivalency of Standards.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1/3 1 /212018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 15036.1 ( 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 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 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 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. 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions F1_15036 R2 II (a) Inst 15036.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.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 FL15036 R2 II (a) Inst 15036.2.Ddf Verified By:: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva] 15036.2:bdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.Ddf Created by Independent Third Party: Yes I 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.pdf " Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2" AE (a) Eva) 15036.4.pdf " Created by Independent Third Party: Yes 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswmg (OXXO) Configurationi - -- -- 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 Installation Instructions FL15036 R2 II (a) Inst 15036.5.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 434;09i' rty: Yes: https://www. 1 /2/2018 15036.7 g. 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 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.8 h. Cla5sicCraft•Fiberglass Door Limits gtUse Approved for use in HVHZ:: Yes Approved foruse outside HVHZ: Yes Impact Resistant: -No Design 'Pressure: N/A Other: See-INST 15036.8 for Desiarr Pressure Ratings; any; additional. use limitations, installation"'instructions and product particulars. 15036.9 (I! i. 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 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.10 I ClassicCraft Fiberglass Door Lirolts of Use Approved for use in HVHZ: Yes Approved'for use outside"'HVHZ:'~Yes Impact Resistant: No` sign,Pressure N/A Other:'See INST 15036 10 for Design Pressure Ratings 'any additional us_e,hmitations,'installation instructions and product particulars. 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval15036.7.odf Created by Independent Third Party: Yes 8;0 Non -Impact" Opaque Single; Fiberglass Door with "Non' Impact' Sidelite Outswing/Inswing (OXO);Confguration". Installation Instructions FL15036 R2 II a)'Inst 150368 Ddf' Verified By: Lyndon F. Schmidt P E: 43409 Created by Independent Third Party.: Yes Eva71, luation Reports FL15`036 R2 ,AE (a) Eva1 15036.8.odf: Createcl'by, Independent Third,'Party:'Yes' 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / l Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.9.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.9.dfdf Created by Independent Third Party: Yes 8'0`"N6n Impact Opaque Double Fiberglass Door=with "Nonce Impact,, Sldelites Out5wing /Inswing (OXXO) Configuration 1,1 Installation Instructions, ' FL15036 R2 =II (a) Inst 15036.10 rdfdf. Verified, By. `Lyndon F. Schmidt P`E 43409 Created,, by Independent ThlrilParty: Yes Evaluation, Reports , FL15036 R2.AE, (a) Eual 15036 10 Ddf_ Created by lndeedent,Thrdpy: Yes, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails 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 licem under Chapter 455, F.S., please click here . Product Approval Accepts: IM 'q ® Cie Credit Card Safe https:// www. floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 2M Valrico, FL 3 595 Phone 813.659.9197 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 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-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Qutswing 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. 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 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, 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 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.,inc. 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 t t S t R) Signeddod & Sealed bv Schmidt, P.E. Lyndon F. Schmidt, P.E. e m FL PE10(1612009 Classic -Craft., FIBERGLASS DOOR 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 "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 bome 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 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 & #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. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of Materials & Components 37.5' MAX. OVERALL WIDTH Z Z 3 H z 0 O 2 = O Ow2 = LL w w o > O b SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF); POSMVE N OATIVE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 py• O D•: Q M J n N•• 7 Q Z orn J O t0 m 0 n z U N •• t n 2 a Z U m V p p6rOJ C W N u nn O 0 m m aa B 0 oaEEu Z O 0 TWOJd LE: N.T.S. BY: JK BY: LFS WIND NO.: FL-15036.6 11 1 Dr 7 0 0 J li n EXTERIOR o2 941.—" rn0` 6 m ice' z Uiq 4'C 44 77l l l t 111 0 In z INTERIOR v v 9x z 4 9M o t a In a D. v. HORIZONTAL CROSS SECTION oE z c 36.G' MAX. 2 UO cwOJTD DOOR PANELWIDTH 2 EXTERIOR INTERIOR w z a 30" o 0 aj E Z c ¢ n a^U• T_ L a m z O E?E2 o p 2 42 70P RAIL 49 LATCH STILE o 0 N N o a WW O 41 N W O O Of 1.49" lzDOORPANEL40CQQIcraftvFF a NOTE: WOOD DOOR COMPONENTS: OAK (SIG>= 0.67) 4$ O o U N _ r DATE:02124112 ? z SG"`E: N.i.S. p HINGE STILE 45 BOTTOM RAIL 2 VERTICAL CROSS SECTION DWG. BY: JK m F 2 cHK. er: LFS 3 E DRAWING NO.: It FL-75036.6 0 V N SHEET _L OF ] Q 1-1/4" MIN. EMB. (TYP.) T HuL C KWJ JCl nVn/ 3 Outswing shown -inswing also approved TERIOR TERIOR 1-1/4 MIN. A, zt i n EMB. PP.) Q AM C A N:: *C Z t' 20 z O m 8 a 0 z°d zotioEmmv9 oogoa INTERIOR 40 7 m LL° m a a m 0 0Z ^K, OLjo3`a V' EXTERIOR 3 HORIZONTAL CROSS SECTION 3 Shown w/1Xsub-buck INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing also approved 1- 1/4" MIN. MB. ( TYP.) 2 h 0 ZSLU I Z N N W Z N O 0 Z U DnrE: 02/24/12 i SCALE: N.T.S. ° DWG. BY: JK m CHK. BY: LFS 3 D t WING NO.: m FL- 15036.6 " 0 SHEET _ L OF 7 N z o m EXTERIOR INTERIOR g"Q no r0;9z° y. 1 0m 10 T Z O aD O e o 0 x Z d: om n.f Em ZOm O a` o $to cw a N a v1 n 7 0 L in 3 VERTICAL CROSS SECTION rS" VERTICAL CROSS SECTION 4 Outsw ng configguration 4 Outswfng configuration see general notes, sheet 1 see general notes, sheet 1 for "HVHZ" water infiltration for "HVHT' water infiltration requirements requirements m YLL yoyV m w a maaL 0 i vO a. o a 9 0 O 0 J1- UW o_S w wv iaO Ca U a Q U 0: O a DATE:02124112 z SCALE: N.T.S. c Dwc. BY: JK m CHK. BY: LFS 3 DRAWING ND.: a FL-15036.6 a SHEET 4 OF ] N Q oI D MASONRY TYP. HEAD — MASONRY TYP. HEAD m OPENING JAMBS OPENING JAMBS L FRAME i 2X BUCK U O1—n t r o 2X BUCK BUCK ANCHORING For DP <= 48 PSF MASONRY 3 OPENING N1 2X BUCK- 1fn N 1 STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjofnts. 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: MIN. MIN. CLEARANCE MIN. CLEARA1.NCE` ANCHOR ANCHOR TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR TW 1/4 1 1/4" 2" 4" TA N® CO 4" ULTRACON 1. Maintain a minimum 5/8"edge distance, 1"end distance. 8 1"o.c. spacing of wood screws to prevent the splitting of wood. TYP. HEAD JAMBS BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF N' VAi N O O• y M V d Z1'•• 6n v` r 111 Il z am o o U iv 4 f - 9 z °z eErnmv oa gd`oa CMmaau. MASONRY TYP. HEAD OPENING & JAMBS B4a n . E 0z° 0 3a xZ NoFRAME / — X n ZU Q o0oIr z zaOo 2X BUCK _ F — iw N 7 O UU o a coCO coCOa J Y JmU U FRAME ANCHORING m m a Masonry 2X buck construction N for DP > 48 PSF and DP <= 75PSF o p LATCH & DEADBOLT DETAIL HINGE DETAIL 2001E w z Q z Z U r: 02 24/72 0 N. T.S. BY: JK m er: IFS 3 SWING NO.: FL- 75036.E o r: r 5 OF-7D J MASONRY _ TYP. HEAD OPENING & JAMBS a FRAME N_ 1 1 a 3 IX BUCK STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 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 70 MASONRY EDGE TO ADJACENT ; ANCHOR ITW ®.. 1/4" 1.1/4" 2" 4" TAPCON ITW ® 3/I6" 3" 1_1/2" TAPCON I 1. Maintain artminimum 5/8"edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. T T f U C5 HINGE JAMB MASONRY OPENING FRAME IX BUCK LATCH & DEADBOLT DETAIL 6 to FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and 7S DCC HINGE DETAIL S , fir Ny7u T yaT o{ Q MJ y LL 7 z R'r Q orn ice• fq:4 rnnN lllllll Z11UN •: a v U n Ern z m0 U o u 0 a d Nn d7 Lm maa p a sa 0 0 O 9Z D o° j a: a U R Z mOr OO xZ3 to o_ Z fgcO m U m U} N aZ a W D O ME O D: a aa SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NG, FL-15036.6 SHEET 6 OF BILL OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55 WOOD 2X BUCK SG >= 0.55 WOODFEMAX. 1 /4"SHIM SPACE WOOD 1/4" X 2-3/4" PFH ELCO CONCRETE SCREWSTEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 2"PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAMES STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSETDEADBOLT-SIGNATURESERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT 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 WIOTHOYIELD STRENGTIH Fy (MIN.) ER 6,000 PSI THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE F z z g n 4.56"=UI. gvi[ 5 rn0 p!s N Z 4•:Q i 00; H ' ... •yy` Zj =NM o i 2.36" Z o Z chi o Em mo 19 2 HEAD d SIDE \ n m a m a Q. O Jamb 0 E 0z o° d v K I o ¢ F- 4.63" I J a o m a 31 BUMP FACE THRESHOLD LOW PROFILE ? w N wo DD 4 J K mUp 0 a 5.75' a a C0 U U L m 1 T o 0 1 y 33 SELF ADJUSTING SADDLE THREHOLD o 00 ww a a 4.56" 7 2.36' N f °` w o Z LDATE: 02/24/12 SCALE: N.T.S. 39 HIGH WATER DAM THRESHOLD Owc. BY: JK CHK. BY: LFS DRAWING NO.: FL- 7 5036. 6 SHEET] OF ] 11 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 Eneineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft` Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite 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-15036.7 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 TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-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 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 Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 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 Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 34 09 Lyndon F. Schmidt, P.E. r, o ^E OF fi! er FL PE No. 43409Tfg 10/16/2017 pq r e 1. 2. 3. 4. 5. 6. 7. 8. z 2 THERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 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). Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 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. 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. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHT'. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHT') 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 CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 frame anchoring - 1 X buck masonry construction 9 Bill of Materials & Components 53.13" MAX. OVERALL WIDTH 0 O 3 z O O w — x = fw a ur w o x O f o_ h P `0o, r N dz v'•. o n O0 a N •• o OZ Zmr s N gt Inn s =r 5 a zt a m D. a L so 0 oEeZ o w w uo wZ o¢ o zw cnS J QCDmZ46uju tim v ww a o o w o a d a DESIGN PRESSURE O VERALL SWING FRAME WITHO.UTSURFACE WITH .-SURFACE DIMENSION BOLTS BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 SCALE: N. T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15036.7 sHEE'r 1 OF 9 I w a f E V EXTERIOR 4, N 42 5 • :7 Z F'y 2 m U Nn] •• v u 0z INTERIOR 46 N a n 5 R 0 m o maav E a 1 HORIZONTAL CROSS SECTION o $ ? 36.0" MAX. Oo a 2ga: DOOR PANEL WIDTH y 2 C) 2 g o Q10 J 2 EXTERIOR INTERIOR w a 4. 11' _ w a o Caoa a d W m O 6 L V U O m m O 42 TOP RAIL 49 IATCH STILE o 0 Z a 22 0' 30" I•-- 1.48" I 40DOORPANELLClassiccraftb d Q NOTE: WOOD DOOR COMPONENTS: OAK SSG >= 0.67) NE" N •- p On": 02/24/12 SCALE: N. T. S. 44HINGESTIIE4SBOTTOMRAIL VERTICAL CROSS SECTION DWG. 6Y: JK 2 CHX. BY. LFS DF MNG NO.: FL— 15036. 7 SHEET 2 OF 9 13.75' MAX. PANEL WIDTH 7.12'MAX. D.L.O. WIDTH w x w = a O a w X o X b Q bvia 1O EXTERIOR U 52 INTERIOR 29 SEE NOTE 1 16 1 HORIZONTAL CROSS SECTION 3 5" GLASS .5" GLASS BITE BITE 23 1/2" MIN. 21S 1/2" MIN. EXTERIOR 22 EXTERIOR22 2$ GLASS THK. 2$ GLASS THK. 25 1 /s" 25 TEMPERED TEMPERED GLASS GLASS AIR SPACE AIR SPACE 1/8" -. 1/81' INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED 25 29 GLASS 25 18 GLASS GI GLAZING DETAIL GI GLAZING DETAIL 5 insulated glass w/ .5 insulated glass w/ smc life frame p c lite frame 50 SIDELITE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG — 0.42) NOTE: 1. Spacing for item # 18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. Lr----1.08" , T o I `-1.53" 51 SIDELITE TOP & BTM. Rail N za 01n om v%• GJ a cNn N > onmz° a N •; 51 o u x 0 0 8 to 9 m W N rl c mM 7 a Lm a a DO E4 0 U CW Y EXTERIOR INTERIOR SEE NOTE 1 SCALE: N.T.S. - DWG. BY: JK a VERTICAL CROSS SECTION CHK. BY: LFS 3 3 DRAWING NE. D FL-75036.7 n SHEET 3 OF 9 1-114" MIN. EMB. (TYP.) SEE NOTE 1 a a a I 0.15, F--- C'SINK TYP.) B 1 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved NOTE: 0.15, 1. The sidelite is direct set into the CSINK jamb with (12) item #M (#8 X 2 TYP.) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31", 48.5" & n 66". SEE NO] EXTERIOR 2 HORIZONTAL CROSS SECTION Q Outswing configuration INTERIOR 4 i 21 EXTERIOR 1 0 d INTERIOR 1-1 /4"MIN. EMB. (TYP.) EXTERIOR 10 10 61 5 HORIZONTAL CROSS SECTION 1 3 4 5 4 Shown w/1 X sub -buck 7 5 5 5 EXTERIOR / 4 HORIZONTAL CROSS SECTION Q Inswing configuration INTERIOR EXTERIOR 0.15' C'SINK TYP.) pgg. v , d) z° vQ ''' 1"ll 111 ZaN Z o U N r( co a Nn 5 a L m Y m a a a t v 0 o; oZ vujw N oWo z o n aw on m a U 3 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 1-1/4"MIN. EMB. (TYP.) n e e E:02124112 LE: N.T.S. BY: JK BY: LFS WINO NO.: FL-15036.7 cr 4 of 9 61 1 63 62 40 EXTERIOR INTERIOR EXTERIOR INTERIOR 60 61 QVERTICAL CROSSSECTION v see general notes, sheet 1 for "HVHZ" Water infiltration requirements see general notes, sheet 1 for "HVHT' wafer infiltration requirements VERTICAL CROSS SECTION 5 Shown w/1Xsub-buck requirements N -01 z iW•... dm fii` c ai n a M 0 z0 d 9 a a 4C Em 0zm m. u 9gcm aa maT, f s 0 =w 19 o z 0Jp- Q Of zsw 6n Ks M > LO w CO _ U 4 C K a a U 0 OQ a DATE; 02/24/12 SCALE: N.T.S. DWG, BY: JK CHK. BY: LFS D11AWING NO.: FL- 15036.7 THEE S OF 9 z 50 M n SEE NOTE 1 U INTERIOR EXTERIOR 11_ VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved z d m EXTERIOR SEE NOTE 1 C 1 z m w SEE NOTE 1 O VA J 3 n fii . Z 0 - 0. N ItI*1t' 1111 an z w Z 0 Z U p Lm m C W NeL,g sotm ma aaa o W 0 E 0z c w ( INTERIOR-'`"y%"""" EXTERIOR INTERIOR %2 VERTICAL CROSS SECTION o z 6 Shown w/1Xsub-buck o o 39 c w NOTE: 1 1. Anchors ass'y thru head and a J sill at 4" in from each corner end. E o a o a 1 e ° e JS INTERIOR EXTERIOR J 5 VERTICAL CROSS SECTION SEE NOTE 1 M 50 6 Outswing configuration En 'z a z d o E ° a Z d Z 4 3 VERTICAL CROSS SECTION 6 Outswing configuration i INTERIOR EXTERIOR VERTICAL CROSS SECTION 6 Inswing configuration DATE: 02/24/12 SGIE: N.T.S. DwG. a: JK CHK. BY: LF.S DRAWING NO.: FL— 15036.7 SHEET 6 Or 9 4 y B' 4 3„ 4,.4,E 6" I I I SEE DETAIL 1 MASONRY J TYP. HEAD MASONRY TYP. HEAD — OPENING JAMBS o OPENING JAMBS TYP. — MULLION SHOWN FOR FRAME REFERENCE 2X BUCK ONLY 0 2X BUCK I A OTYP. BUCK ANCHORING 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 morfarioints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ITW ® 1/4" 1 1/4" 2" W. TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: Maintain a minimum 5/8" edoe distance. 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB LATCH & DEADBOLT DETAIL I - ILJLLLL: SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING INSWING 63 DETAIL I Attach surface bolt strike plate to frame OUTSWING as shown (Outswing) 65 66 INSWING 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) U) d i Y` Z 7•yO . mn Zo;o cat N .. Z n a o o ZoUoEm0m o a Na 'maa Ada y o aZ cw NZ J O U~ ZU o oN 1 NI Q w wNo o YYUU o a G mm a HINGE JAMB 464 63 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 ice: N.T.S. BY: JK BY; LFS SWING NO.: FL-15036.7 Ef 7 OF 9 UZI i7 28 = 43r• •o O°p: M OUTSWING = Y, L INSWING N:j z° 00 SEE DETAIL 1 ii/ •'••.... fy` N >° rn M OUTSWING m a N " N L INSWING a g t° m c w 1 TYP. HEAD & _ 27 \ a s n g 56 r a MASONRY JAMBS V o a m OPENING E o i LATCH & DEAD80Li DETAIL 'u c w S 3`a 0 TYP. _ Y 9 Cz fn CO o FRAME o j 10 c ti Zti z Om cr U w Za m m 1 W o a Q 1XBUCK to HINGE DETAIL °o a r a a E — I p — 67 63 z m TYP. N I SILL m bo V Z Lij 63 64 w CS o u, SEE DETAIL 2 DETAIL I DETAIL 1 J STRIKE JAMB HINGE JAMB Attach surface bolt Attach surface bolt o o D FRAME ANCHORING strike plate to frame strike plate to frame a CONCRETE ANCHOR NOTES: Masonry 1 X buck construction as shown (Outswing) as shown (Inswing) o 0 a I. Concrete anchor locations at the comers may be adjusted to maintain the min. a a edge distance to morfarjoints. ZD 65 66 a 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors 6q ^ w P. may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. d ~ 3. Concrete anchor table: " 0 F N O w a 63 DATE: 02/24/12 63 SCALE: N.T.S. DWG. BY: JK DETAIL 2 DETAIL 2 CHK. BY: LFS E Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold DRAWING NO.: WOOD SCREW INSTALLATION NOTES: FL— 15036.7 I. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of (Outswing) (Inswing) wood screws to prevent the splitting of wood. SHEET 8 OF 9 v ANCHOR ANCHOR MIN. - MIN. CLEARANCE - MIN. CLEARANCE TYPE EMBEDMENT TO MASONRY . 70 ADJACENT SIZE. EDGE ANCHOR ITW TAPCON ITW ® 3/16" 1.1/4" 3" 1.1/2" TAPCON BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE 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 D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP 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 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-10 X 1-1 /Z" PLASCREW STEEL H 1 /4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 2"PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1 /2"PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X 2"PFH WOOD SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS N 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 WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4"HINGE ,09T' THK. STEEL 44 HINGE STILE WOOD 10 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 i" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 b-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. 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 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-i/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" 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/i b" X 3-3/4"PFH ITW CONCRETE SCREW STEEL J''. O' ••• '••i N Y •. ` < N nPi U N •• 0 9 U Z. 0 q Em Z m r( p La 11 . W Wn D O t m d a a m a a a 0 o F o°z a WOo a a Ir V) o ¢ 0 ww o J Z g w _u N o0ma j 4 K m0 i 0 Of a n a a e m z mm Ww z' o 0 N V 2.20' Of w w o Of f oo a t9 20 HEAD d SIDE 4.63' a' Jamb UTSWING SIDELITE ;1 BUMP FACE THRESHOLD LOW PROFILE a a Spacer 4.56" 2.59" SO 2.15' v o 1.68" — 2.14_--{ I - 1.68„ -{ 5.75" o o 2.36" 1.69" w T N o Z N - ! oATE:02/24/12 o "• 1- scue: N.T.S. 1 owG. BY: JK INK. B : LFS INSE I IH DRAWING NO.: 39 HIGH WATER DAM THRESHOLD 23 PLASTIC UP LITE FRAME IS SpaWeNG SIDELITE 26 PLASTIC UP LITE FRAME 33 SELF ADJUSTING SADDLE THREHOLD FL-15036.7 SHEET 9 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 Phone 813.659.9197 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 Dr. 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. 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-15036.8 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 AT[ 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 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. Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) ::e s'"-`='pey,Y Lyndon F. Schmidt, P.E. 3. Calculations Prepared by ` j ' `` Signed &Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) a° '>` =v:rn t°'= f :yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. " y J `I S 4Y+ 4 < 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products ' 0 within a quality assurance program that complies with ISO/IEC 17020 and - a° Lyndon F. Schmidt, P.E. Guide 53. a<_ ;._. _ y FL PE No. 43409 Sheet 1 of 1 y:it Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, 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 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. THERMANTRU" Poous 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 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 bome 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 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 and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #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 canoav or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Materials & Components 68.5' MAX. OVERALL WIDTH O O 3 3 Z O w w w = wC) w O 0O Q b in P `o eu INSWING 1 68.5" x 98.0" ( +47.0 OUTSWING I 68.5" x 96.5" I +47.0 47.0 +60.0 -60.0 47.0 +60.0 -60.0 LE: N.T.S. 3. BY: JK c. BY. LFS WING NO.: FL-15036.8 ET 1 of 9 z i GU 0z0 m 3 a N N F z a VV A7!. J y n EXTERIOR z° 4if O d o INTERIOR 46 E a Z m o wavg 4tm 1 HORIZONTAL CROSS SECTION o $? nK, t 36.9' MAX. 2 U c >` O o a DOOR PANEL WIDTH y 2 J 0_' Q 2O a 0 N J z EXTERIOR INTERIOR Ww a 4. 11" m a o f--. 30" a o 1. 48" { F— o a Iia a d - O 6 1 L m O 42 TOP RAIL 43 LATCH STILE o 0 N N N N Za wow O 41 e w O O W W r 1.49" Y o 0 40 DOORPANEL Classic craft a o^o NOTE: WOOD DOOR COMPONENTS: OAK 1SG >= 0.67) 45 N_O DATE: 02/24/12 scA E: N.T,S. HINGESTILE45BOTTOMRAIL2VERTICALCROSSSECTIONDwG. BY: JK 2 cHK. BY. LFS DRAWING NO.: FL- 15036.8 SHEEP _ L Of 9 i 13.75' MAX. — 4 PANEL WIDTH 7.17' MAX. D.L.O. WIDTH x x w w z x a O_ Ci 0 X b Q ^ i b EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 5" GLASS BITE 23 1/2" MIN. 25 GLASS THK. EXTERIOR EXTERIORe251/8" " TEMPERED GLASS f AIR SPACE INTERIOR _ 24 TEMPERED INTERIORGLASS oI 50 SIDELITE PANEL a NOTE: WOOD SIDELITE COMPONENTS: PINE (SG - 0.42) z NOTE: 1. Spacing for item # 18 8 #29 (life frame screws) is x as follows: From the bottom up on sides; 6.5", with 2 (7) more spaced at 9.88" D.C. there are (2) screws both top and bottom 2.13" in from each corner. G1 GLAZING DETAIL 5 insulated glass w/ smc lite frame 51 SIDELITE TOP 8 BTM. Rail GL GLAZING DETAIL 5 insulated glass w/ pvc lite frame ZO I I I— 1.53" I 52 SIDELITE STILE MIN. ASS THK. TEMPERED GLASS EXTERIOR AIR SPACE 1/8" TEMPEREC GLASS o:. In t o n mtl1% ON i 51 m 0oaxZd Em Zm° uv N o ug a 560rnnr m a maa d cZ g c c l.i O a J'a INTERIOR 2 VERTICAL CROSS SECTION 3 J 0 o Cw JO LO U s an W 0 O^ o ti a LE: N.T.S. BY: JK BY: LFS WING NO.: FL-15036.8 ET 3 OF S D SEE NOTE 1a. M D 14 50 11 INTERIOR 4 ® ® INTERIOR a e v 1 21 iS 4 L o 3 EXTERIOR 4 2 E 4 EXTERIOR 4 5 20 4d I 0.15" I-- CSINK 17 B C PP.) D 1-1/4"MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) 4 Outswing shown - inswing 5 4 3alsoapproved 0 0 50 M SEE NOTE 1 0.15' I-- CSINK TYP.) INTERIOR U 27 40 EXTERIOR 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTON 4 Ouiswing configuration J Outswing configuration TE 1 SEE NOTI 1-I /d" MIN III—JI %61 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5', 31", 48.5" & 66". 0.15, CSINK TYP.) XTERIOR SEE NOTE 1 o\o N r z c DATE: 02124112 JTERIOR 10 12 14 11 SCALE; N.T.S. 10 DWG. BY: JK d 9 DHK. BY: LFS 3 4 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION °" A"'"D 15 D 4 Inswing configuration 4 Inswing configuration FL 036.8 SHEET 4 OF S " 61 62 EXTERIOR INTERIOR 1' VERTICAL CROSS SECTION Outswing shwon - inswing also approved for "HVHT' wa requirements INTERIOR " EXTERIOR 61i 62 2 VERTICAL CROSS SECTION Shown w/1X sub -buck 60 61 FXTFRInR INTERIOR see general nofes, sheet 1 for "HVHT' water infiltration requirements N OO dzF:O om 5 Sao V N m o v u oz Em mmsggNiNM ] O L za cm° a mda O U C W W O z J!= UW QN g _jLO W Q CO V 0O a a E:02124112 LE: N.T.S. ` BY: JK u BY: LFS 3 WING NO.: FL— 15036— C ET 5 of 9 11 1 Y — UM Z 500U SEE NOTE I INTERIOR EXTERIOR EXTERIOR VERTICAL CROSS SECTION SEE Nu it: i 6 Outswing shown - inswing also approved z E t m 1 E ozJL L INTERIOR EXTERIOR SEE NOTE 1 M 50 YnZ d 19 N o E a a Z 4 a < f "a 3 VERTICAL CROSS SECTION 6 Outswing configuration u INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR EXTERIO 2 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck n r Off C'* J nu ' 0 nn mNt7ZNc0`F 6m 5 .` Z_ m w o o v U o U e rm p m o maam S 0 o E 9Z w NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. VERTICAL CROSS SECTION Inswing configuration N LZ E:02124112 LE: N. T. S. BY: JK 6 BY: LFS WING No.: FL-15036.8 C ET 6 of 9 MASONI OPENIN 2X BUCI 4 f D1yTYP. HEAD JAMBS SEE NOTE 1 MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING 3' 4" 4„ 3,. J I_I 1 I III IIII SEE DETAIL 1 — L TYP. HEAD & _ MASONRY JAMBS OPENING FRAME M TYP, d iv In U C; U O 2X BUCK F TYP. F SILL I N I III STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 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 are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN;: CLEARANCE. TO'MASONRY TO ADJACENT ' TYPE SIZE EMBEDMENT EDGE " ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCON® ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" 1.1/2" TAP CON WUUU JC.Ktw IMIALLA I IUIV NU CD: 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing ofJwoodscrewstopreventthesplittingofwood. LATCH & DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING 63 INSWING DETAIL 1 Attach surface bolt strike plate to frame as shown (Outswing) DUTSWING 65 66 INSWING o 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 1 HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to from as shown (Inswing( 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) 3of•• 3 iSp 1 12 =z ^ o on t0 z U N v a ozq o Ern o m a N e oa d oaaonJc a m a a LL zi E O z Cc\ y c w twCl33a NZ0 2U 0 r 0 UOC, I ZU N CDCO J m ZwwoCO U a mm a HINGE DETAIL aE. N.T.S. By: JK C BY: LFS 3 1WING NO.: u FL-15036.8 ET 7 or 9 MASONRY OPENING FRAME J 1X BUCK 141 1 SEE DETAIL 1 J TYP. HEAD & JAMBS M TYP. F TYP. SILL I I I I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X buck construction I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. E: CLEARANC MIN. CLEARANCE- TYPE SIZE EMBEDMENT TOMASONRY TOADJACENT EDGE ITW 1/4" 1.1/4" 2" 4" TAPCON ITW 3/16" 1-1/4" 3" 1.1/2" TAPCON® 1. Maintain a minimum 5/8" edge distance, 1"end distance. 8 I"o.c. spacing of wood screws to prevent the splitting of wood. I I HINGE JAMB LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 65 66 0 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) HIRGEDETAII 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing( 64 I L2-,C- I N - Z DATE: 02 24112 SCALE: N.T.S. 63 DWG. BY: JK DETAIL 2 CHK. BY: LFS Attach surface bolt DRAWING NO.: strike plate at the threshold FL-15036.8 Inswing) SHEET 8 OF 9 w f BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE 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 D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP 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 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 29 8-10 X 1-1 /2" PLASCREW STEEL I 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-i /2"PFH WOOD SCREW 1.15"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 SHEEP FOR DETAILS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125"MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS7SHORTREACHCOMPRESSIONWEATHER-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 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 318 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 1 b OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 b-18 X 1-3/4" PFH SCREW STEEL bl IVES SURFACE BOLT #454 8.0" L. 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 1-3/4" L. STEEL 20 SIDE 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 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL I- 4.56" bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL o MATERIAL ro oz oi Ni z° 4'...0 O o i' 0.0 c6- V) ri U N •• P 9 U O Z aZmU08Lo9mW N P a o `0 a coa Na maam 2LL 0 oE0? ^, V i [ W O a n J Z)O GL- ww V) J z tiW N Co m Q J U K a] o 00 a a a JJ} m mm z; Z e -- 2.20 I z L I o0 0 N F z.lr 2.36' — o 0 h- 4.63' 1 yD HEAD 8 SIDE MJamb SIN OUTS WING SIDELITE 4.56" 2.59" 16 Spacer BUMP FACF THRESHOLD LOW PROfILE 2.15" a 2.36' o1.68 2.14' f- 1.68" 5.75' m 1.69" r T DATE:02124112 m O scn E: N.T.S. a 1 owc. BY: JK 0.53" cHK. BY: LFS HIGH WATER DAM THRESHOLD PLASTIC LIP LITE FRAME INSWING SIDELITE PLASTIC LIP LITE FRAME } I DeaFL 1523SMCISSpacer26PVC33SELFADJUSTINGSADDLETHREHOLDFL-15036.8 SHEE 9 OF 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry t P.O. Box 230 Valrico, FL 33593 Phone 813.659.9197 l• 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 Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing i 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 requite 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 AT] 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 Test Standard ASTM D1929-96, 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. 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. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813)»e ` .,,,, Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and ` Management Institute, certifying that Therma Tru Corporation is 4° manufacturing products within a quality assurance program that complies Z with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. zs FL PE No. 43409 10116/2017 Sheet 1 of 1 1 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by I Classic-Craft.o 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 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 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 & #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. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & 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 - I X buck masonry construction B Astragal details 9 Bill of Materials & Components A . 74.5" MAX. OVERALL FRAME WIDTH d) 6 17!!= Ell 1 llz= It!= ILA lul z z O O O x = w w w w[ U U eLl I] xx 0 G x f b. Eo rn a a a DESIGN PRESSURE (PSF) OVERALL SWING FRAME WITHOUT SURFACE WITH SURFACE DIMENSION BOLTS.:,BOLTSi POSITIVE NEGATIVE i POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47,0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 1 SCALE: N.T.S. DWG. BY: JK DHK. BY: LFS DRAWING NO.: FL-15036.9 SHEET 1 of 9 41 :' • ( W m rn N q* EXTERIOR i rcip •m Y'•. y < N/ tillTn i. U N 0 1, O Z o Z U INTERIOR 46 0' X N p n n 56 Q. Q. C LL 1 HORIZONTAL CROSS SECTION $ E a z Cw q 36.0" MAX. O o° >`a 16 DOOR PANEL WIDTH y o 0 EXTERIOR INTERIOR 4! a LLw q 4. 11" 48 0 a LaaE < ro N N } O J J m O A U U VOO m Vi p 2 42 TOP RAIL 43 LATCH STILE N o V n NN a W W O O O 1. 49 F Iw— a o 0 D 30 1. 48" DOOR PANEL '2 40 Classic crag a F NOTE: WOOD DOOR COMPONENTS: OAK ISG>=0.671 T z i 45 N o w z DATE: 02/24 72 NINGE STILE BOTTOM RAIL scuu: N.T.S. q4 45 2 VERTICAL CROSS SECTION owc. BY: JK m 2 CHK. BY: LFS E DRAWING NO.: G' N FL- 15036.9 - N SHEEr 2 OF 9 V_ K 1 2 1-1 /4"MIN. -41: 4 4 EMB. (TYP.) m n JQa3M a• v /'III 4wll, u n z B ^ $ v Z oz6Emomm 21 40 7 a M s tm INTERIOR a m a a u ate. 0 1 0 2 e o 3 o 0z 3 3 o° ' a o v 3 4O— 17 3 Q O EXTERIOR 10 H i In zw 10 g(n59 E _ w ova 61 4 HORIZONTAL CROSS SECTION a 6 1-1/4"MIN. 3 Shownw/1Xsubbuck 1-1/4"MIN. 00 EMB. (TYP.) 3 4 5 EMB. (TYP.) 4 4 4 a uas0.15' E0.15' C D C' SINK C'SINK P.) Z (TYLL (TYP.) ume mm 00 p N N V 8 a ° B g INTERIOR 7 INTERIOR o o W QQ as a n N - o V < Q 0/1 j i d K 10 13 EXTERIOR EXTERIOR 10K N_ 0 0 Z 10 40 40 10 B DATE: 02/ 24/12 ? a B 9 27 9 SCREE: N.T.S. E Dwc. Br: JK m' E CHK. BY: LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: 3 Outswing shown - inswing 3 Outswing shown - inswing 3 Outswing shown - insw ng FL-15036.9 also approved also approved also approved ° SHEET 3 OF 9 N u v a v v e e o < v v pzl Me m I Z z a M Z t27 0. rC/" Q 9 O' M E Q ii M It 0 of m z° d a Z o z U A i 61 a u° 9o`oa W 64 C 2a ms4a maam 63 f o o zu 62 O a W O jd44019 8 EXTERIOR INTERIOR _ INTERIOR z EXTERIOR o o QUU 40 61 V vwi 62 32 i~ LE: N.T.S. BY: JK BY: LFS WING NO.: FL- 15036.9 ET 4 OF 9 I z E u 4 L• M a. N. zd 1-6 II Ill% m UN••Z o l N v_ Z 0ZU cErn m u u°a l l 5gooao M MASONRY s 4a OPENING oz E. jO o° Wo3`a p o ZKO yQN U 2wO 2X BU a Q a m U orn Q o sa aa JJmm m m w w r. v 0 0 N N O OWW nZO_ CONCRETE ANCHOR NOTES: 1D.ATE:02/24/12 O OF- r w w 1. Concrete anchor locations at the corners may be adjusted to maintain the min. BUCK ANCHORING 00 edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors vmayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: N o T. S. E: ANCHOR. ITW MG. BY: JK cNK. er: LFS OMWING NO.: WOOD SCREW INSTALLATION NOTES: FL-15036.9 1. Malntoin a minimum 518'. edge distance, I"end distance• & 1"o.c. spacing of SHEET 5 of 9 wood screws to prevent the splitting of wood. CK 4" I D TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY ANCHORMINMIN. CLEARANCEMIN,CLEARANCESIZEEMBEDMENT70MASONRY70ADJACENTANCHOR 1/4" V E f I II SEE DETAIL MASONRY — TYP, HEAD OPENING & JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY 2X BUCK IFSEEDETAILTyP• 2. I SILL I I I I 1 I 1 FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE. TYPE SIZE EMBEDMENT; TO MASON1.RY- ADJACENT EDGE ::: ANCHOR ... iFAPCONOD1/4" 1.1/4" 2" 4" 3/16" 1.1/4" 3 WVUU J(-.KCW IIVJIALL/111V IV IVVICJ. 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 7.5" I II I I SEE DETAIL MASONRY TYP, HEAD OPENING _ & JAMBS — ASTRAGAL _ SHOWN FOR FRAME REFERENCE d ONLY _ f yUVO 2X BUCK — F TYP. SEE DETAIL 2" SILL — I I I I I I I B FRAME ANCHOWNG Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF 2 2 63 ley 63 L 64 DETAIL I DETAIL 1 Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plates to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) HINGE JAMB LATCH d DEADBOLT DETAIL I I I I LLI a a 1 N - w - vr oho z c DATE: 02124172 SCALE: N.T.S. `- DWG. BY: JK a CHK. BY: LFS 3 DRAWING NO.: O FL-15036.9 SHEET 6 OF 9 P E V Vf I 1I \ I I o SEE DETAIL MASONRY — TYP. HEAD OPENING & JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE ONLY — UO 1 X BUCK F SEE DETAIL TYP. A SILL — I I I I I 1 1 1 I FRAME ANCHORING Masonry 1 X buck construction for DP <= 48 PSF SEE DETAIL MASONRY TYP, HEAD OPENING g, JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY rn UV [ 1 X BUCK F SEE DETAIL TYP• 7 I I 1 1 I SILL I I I FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 1 X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 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 M.IN. '- MIN. CLE1.ARANCE, MIN. CLEARANCE: TYPE.:EMBEDMENT- TOMA.SONRY a EDGE _... 70ADJA:CEN7 ANCHOR _.. ITW 1/4" 1-1/4" 2" 4" TAPCON® ITW 3/16" 1-1/4" 3" TAPCON® UUV JI.KC" INJIMLL IIVIV rvyiCJ. 1. Mointain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP <= 60PSF 2 67 2 63 63 L 64 DETAIL 1 DETAIL 1 Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plate to frame as shown (Outswing) as shown (Inswing) 63 65 66 I 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) A. o T iN'•• yGJ.Q tmro o o m z O N ; N v Z O Z U Em m w 3 C. roa N rp 7 R mtwmaa 0 In E 0o9z N O S.: V 9 Y UZ cc, in p X U Z) N 00 mQ xw az m ow O Ka a HINGE JAMB LATCH & DEADBOLT DETAIL LE: N.T.S. er: JK a+: LFS WING NO.: FL-15036.9 E _L OF 9 v''i N Q J orn icy• CO.ac°' y.'>mm on z U N .. ZoEmom c o 95.25" cy a N o on. cd •o- m a a s 18.88" 18.38" 20.63" —{ 18.5' 14.38" `o z° O oc Li 0O O D: J_ 13 c ¢ TYP. o o 13 TYP. TYP. 13 m ¢ W V CD 2 W tiN ~ m a ¢ U p O K ¢ a a 4.5' 4.5' } J J CO 3.25' 3.25' U Um4] 4 2 7 N a 0 0 1.9r'— 0.75, N N 0.75' v) Z000 SEE NOTE 1 N 0 4 O a s oz N N 2 \ w i o o ASTRAGAL DETAIL i 1 N_o o z NOTE: DnrE:02/24/12 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND o sc E: N.T.S. THE BOTTOM. Dwc. BY: JK m OHK. BY: LFS 3 E DRAWINO NO.: 0: N FL-75036.9 a SHEET 8 Of 9 N BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX.I/4"SHIM SPACE WOOD D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL I i/4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-1 /2"PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 13 IOXI-1/2"PANHEADSMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT 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 WITH YIELD STRENGTH Fy (MIN.) ER 6,000 SPSI THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 60 1 /2"SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-1/2" PFH SCREW STEEL 65 3/16" X 2-1/4"PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL T Z 0 r drn j" ''' • I*I I11 o* zo N z o 2.36" -I y v o x z a h [ z U U o tm p m mc w 19 p HEAD d SIDE i g m a `a Jamb 8 LL a E `o z 0.+ 9unUO ..0 JOJ0. a $ 2.20— L cNT o a f Ww4.63" m a 31 BUMP FACE THRESHOLD (OW PROFILE ? w o m U m o u o 0o < E -i`.i m z° U U L mm oo N v z 33 SELF ADJUSTING SADDLE THREHOLD = _ o 00 o a a 4.56" n j i 2.36" _ F a v 1 n o o a o z zz L DATE: 02124112 i Z SME: N.T.S. a c 39 HIGH WATER DAM THRESHOLD owo. Sr: JK m cHK. a: LFS 3 GRAWn G NO, tt E N FL-15036.9 0 N SHEET 9 OF 9 V 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 Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing i 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-15036.10 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 AT[ 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, 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 bV Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) s =_ -rr E Lyndon F. Schmidt, P.E. D n 3. Calculations Prepared by 4' ''< 73:;, Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance v Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products x s Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and L i =' 1 `= `-` S t FL PE No. 43409e` t' Guide 53.E h 10/16/2017 Sheet 1 of 1 n L_y ,` THERMAITRUO DOORS Classic -Crafts 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 "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 "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 complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing 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 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHT') 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 CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Astragal details 10 Bill of Materials & Components 105.5" MAX. OVERALL FRAME WIDTH ZZ 3 3 z lLxw IF a 00 O G X b hmPP Li DESIGN PRESSURE (PSF) OVERALL SWING FRAME WIiMOUTSURFACE WITHSURFACE DIMENSION::.BOLTS i BOLTS; POSITIVE NEGATIVE ;` POSITIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 m 0 0 SCALE: N.T.S. DWG. BY: JK GHK. BY: LFS DRAWING NO.: FL— 15036.70 SHEET I OF 1 O 41S, Q.-I EXTERIOR 42 N':7 z 4'i O 6d,'• rn c, g43 gym T Z O m 6 on Z U N •; OQVa0ZU INTERIOR 46 N$ y n ° o L mo. f° gw 6 1 HORIZONTAL CROSS SECTION o v Z N 36.0" MAX. 2 o° a G5 DOOR PANEL WIDTH JQ L- EXTERIOR INTERIOR QN J Z 4.11' zw m a o 30 o 0 Ed a a J JQbo U U mmO6 o O 2 42 TOP RAIL 43 LATCH STILE o 0 V N N N P W W ZO 41 00 W 1.49" ww D DOOR PANEL 1 .30" 1.48" L a a z N 40 Classic cwfT a G F NOTE: WOOD DOOR COMPONENTS: OAK (SG>=0.67) N45 O u DATE:02124112 i SCALE: N.T.S. - HINGE STILE AS BOTTOMRAfI 2 VERTICAL CROSS SECTION DwG. BY: JK m 2 CNK. BY: LFS 3 tt DRAWING NO.: N FL— 15036.10 0 N SHEET _L Of 10 j 13.75' MAX. PANEL WIDTH 7.1 z' MAx. D.L.O. WIDTH T x w = Z a d w O i b Q P buiP EXTERIOR INTERIOR EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 a,1 ecc a-ci ecc 50 SIDELRE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG >= 0.42) NOTE: I. Spacing for item #18 & #29 (life frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. MIN. SS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/81, TEMPERED GLASS INTERIOR G 1 GLAZING DETAIL 5 insulated glass w/ smc lice home GI GLAZING DETAIL 5 insulated glass w/ pvc life frame n MIN. SS THK. 1/8" TEMPERED GLASS EXTERIOR AIR SPACE 1/8'. TEMPERED GLASS ii \ 0 4 2 M0 \ r '^ •" U N Z 51 Z 0 UeErnm ° 9°tmcmen maa ma a a 4 . c° Z o° 3 a INTERIOR b C_L L_1 Tf -1.53" —I SIDELITE TOP & 87M. 51 Rail O77/ f' 1.53' —1 SIDELITE STILE52 SEE NOTE I LEE" 2 VERTICAL CROSS SECTION 3 0 0 i N .- O C zIL DATE: 02124112 i ScuE: N.T.S. DWG. BY: JK a OHK. BY. LFS 3 DRnwiHc Ho.: ° FL- 15036.70 SHEET 3 OF 1O c 2 1 6 6 SEE NOTE 1 v U M 14 50 11 INTERIOR 4 L w EXTERIOR 20 v 0.15' C'SINK TYP.) B C 1-1/4 MIN. 1 HORIZONTAL CROSS SECTION vv D 2 4 Inn 21 6 O— 1 T 61 Li I 4 q D EMB. (TYP.) q Outswing shown - inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down of 13.5", 31", 48.5" & 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION q Outswing shown - inswing also approved 3 4 5 5 5 5 3 HORIZONTAL CROSS SECTION 4 Outswing configuration OTE 1 1-114 MIN. EMB. (TYP.) . • SEE INTERIOR NOTE 1 M 14 %.••... •.. o $ z U N •• 0 9 Z O Z UEmmo 4 N P o< p o a0VM7Lm p Y GO 0_ 0- 4 0Eoz l` EXTERIOR p o ra 50 a J ° D o o 20 GO K Of Vw 20 5 HORIZONTAL CROSS SECTION m q Shown w/1Xsub-buck o a a a EXTERIOR INTERIOR 0.15" C'SINK TYP.) SEE NOTE 1 HORIZONTAL CROSS SECTION Q Inswing configuration DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LF.S DRAWING NO.: FL— 15036.10 SHEET ¢ Of 10 3 N F w i a • a < v e , v. v p e 0 e 65 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements 61 62 EXTERIOR INTERIOR r41 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT'Water infiltration requirements 2 VERTICAL CROSS SECTION _ Shown w/1Xsub-buck INTERIOR 5 VERTICAL CROSS SECTION 66 Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements r,''ii N rn0 m. Noao 0M., a> ry uE` a ooC1, zUo m0 t BE a o Cz a rol• m a a LL C ZaEv t-lt Uo c WOJ0 ALE: N.T.S. c. BY: 7 IK. BY: LFS AWING NO.: FL— 15036.10 IEET _L OF 10 v v z i a 11 zr-- T SEE NOTE 1 INTERIOR — EXTERIOR EXTERIOR 11 VERTICAL CROSS SECTION SEE NOTE I C 6 Outswing shown - inswing also approved ^ 1 z L Zm w SEE NOTE 1 INTERIOR EXTERIOR INTERIOR r21 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck atJ CSp.aJjn z ii rifiw mz w v Z p Z d m C W10 t\ to a Y m r r 4 O a EvZ i OSO: NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. L4e INTERIOR EXTERIOR INTERIOR EXTERIOR U 50 VERTICAL SEE NOTE 1 M CROSS SECTION 50 6 Outswing configuration L SEE NOTE 1 Enz 15 2J z a 19 N 4 d a VERTICAL CROSS SECTION 6 Outswing configuration m W e p n 4 VERTICAL CROSS SECTION Inswing configuration ALE: N.T.S. m. BY: JK IK. BY: LFS AWING NO.: FL- 15036.10 EET 6 OF 10 F z z E 2 E MASONRY OPENING 2X BUCI D TYP. HEAD JAMBS ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE IT ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 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: Q Y N i C T— o ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE? SIZE EMBEDMENT> TO MASONRY:.::.TO ADJACENT EDGE ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCON® ELCO ® 1 4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" 3" TAPCON wUUUSCKtW INSIALLAIIUN NUItS: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spocing of wood screws to prevent the splitting of wood. 7.5 3' MASONRY OPENING FRAME 2X BUCK, ASTRAGAL STRIKE JAMB 2 L 63 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) X I•. I I II I II I II SEE DETAIL II I L t„ TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP. ONLY N P TYP. SILL I SEE DETAIL 2„ rI 1 II r I 11 7 zo FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 63 L 64 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) LATCH & DEADBOLT DETAIL HINGE DETAIL SCALE: N.T.S. DWG. BY: JK GHK. BY: LFS DRAWING NO.: FL— 75036.10 SHEET ] OF 10 z z E 6„ 3„ SEE DETAIL I fTi•,7 Z *•? dm Y•• ;'C7` F 2 N n ITT t 1 I111 cat N ., Z o U x Z 4 Z 0 U N ^ i0 O m C W MASON i a rn °n ci r m OPENINGa m a a E LL 28 o E o iLUCWaJd Y 4 Z N mO FRAMEL o x T o c aziNZ 27 ¢ o:o 5 m UU LWU U> m a ¢Owo 1 X to LATCH d DEADBOLT DETAIL 0 N ~ h 0 Q = q a m 12 10 10 NO V) W OW _O HINGEJAMB w ASTRAGAL STRIKE JAMB FRAME ANCHORING o o Masonry 1 X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: ¢ ¢ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a a edge distance to mortarjoints. = Dz 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to G 67 '^ maintain the min. edge distance to mortarjoints, additional concrete anchors 65 66 2mayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 64 63 3. Concrete anchor table: \ J N2 o N 0U DATE: 02/24/12 63 SCALE: N.T.S. 63 G 64 2 DWG. BY; JK DETAIL 2 DETAIL 2 DETAIL I DETAIL 1 CHk. BY: LFS 3 Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach astrogol/surface bolt DRAWING NO.: WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold strike plates to frame strike plates to frame N 1. Maintain a minimum 5/8" edge distance, I" end distance, 8 1"o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) FL-15036.10 0 wood screws to prevent the splitting of wood. SHEET 8 or 10 m MASONRY ANCHOR ANCHOR MIN. CLEARANCE. MIN. CLEARANCE' TYPE SIZE EMBEDMENT iO MASONRY EDGE TO ADJACENT ANCHOR_....:: ITW ® 1/4" 1-1/4" 2" 4" TAPCON ITW ® 3 16" 1.1/4" 3" 1.1/2" TA CON_ z°F:O?" D 1 II11 o n `° 6 i, On: m CA L O gxZ m 90(1 og=o W Inn 7 R L mm a m a a W 18. 88"-18.38" 20.63" 18.5" 14.38" ^{ I o 9 c 0 o° Z 0 Oij Oc oJ'`a O O 13 TYP. o o Ih 13 TYP. TYP. 13g m w w a FmNa < U O O0 4. 5" 4.S' a a am 3. 25' 3.25' mm 2„ 2„ WW v 0. 75" r 1.91" 0.75" 0 0 N Z 0o z OSEE NOTE 1 3 0. 06" SDo 0 0 4 0 W W 7 Z aF a ASTRAGAL DETAIL zD N 1 o Z0 NOTE: DATE: 02 24112 z 0 SCALE: N.T.S. 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND DWG. Err: JK m THEBOTTOM. OHK. BY: LFS 3 a DRAWING NO.: N FL- 15036.10 0 N SHEEP _ L OF 70 f E V BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM 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 LIP LITE FRAME jSMCJ PVC D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 24 1 /4"INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 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 8 X 2-1 /2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP ' PVC M 8 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1 /4" X 2-3/4" PFH ITW 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; .125"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 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09T' THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 11 3J8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDELITE TOP &BOTTOM RAIL COMP. 13 10 X 1-1 /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 16 OUTSWING SIDELITE 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 b-18 X 1-3/4" PFH SCREW STEEL 64 10 X 2-1/2" PFH SCREW STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL Z U.:4 v Z` G mN6 rc'i pZ om tY'• • gCj • < i N n JI i111t zo owm z U N •• Z 0 Z UemaEmou N C' N o+ dta da a m dkT 9 0 u Dz B o ¢ 0 ww vim ~o tis N 00 m a 0 m 00 a a m mm w w 00NN 0 o Z ww o 2.17' d F- 2.36" i f— 4.63" 4--z 19 20 cerHamb1. SIDE ib OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROFILE o 2.59"Po2." m4.56" ~ 69" . 685.75" —I u 7 I ICALI: DAM 02124112 T 12 scuE: N.T.S. O P h OWC. RY: ,JK m L — .53" CHN. BY: LFS 3 DRAWING NO.: p 39 HIGH WATER DAM THRESHOLD SMCSTIC LIP LITE FRAMELITEFRAME ig PaWeNG SIDELRE 26 PLASTIC LIP LITE FRAMEE. 33 SELF ADJUSTING SADDLE THREHOLD FL-15036.10 0 SHEET T 0 OF 1 O 1. 1 /2/2018 Florida Building Code Online BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts 1 Publications FBC Staff !: BCIS Site Map Links Sean F 0''CJia i ' Aga Product Approval USER: Public User rye - 11.- a..xa: Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the 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 FL15332 R4 COI FLCOI.pdf 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d°/`3d Year 2008 1/3 1/2/2018 Florida Building Code Online u ' Date Approved 10/10/2017 1 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD j SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- Ml,REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.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 j Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE j FL15332 R4 AE 510807D.odf t RATINGS i Crpatprl by TnrlPnPnHPnf Third Partv YPS 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINOM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions I Approved for use in HVHZ: No' FL15332 R4_II_08700„498E Qdf 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 REFER TO APPROVAL_ DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510805D.Ddf f v . m _. _ RATINGS Created by Independent Third Party:,Yes, Other: 3- 4- A`'cLliiutIDS'S 4 A 311 a Dn i FUk4S J 06 I. REINFORCED l f Limits of Use f Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.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 r`` w Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.Ddf A 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO XX 96"x96"j REINFORCED T '" Limits of Use Installation Instructions, C7 Approved for use in HVHZ: No, FL15332 R4 II 08-02249C.odf, Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514: i?l Impact Resistant: No Created by Independent Third,Party: Yes' die Design Pressure: N/A Evaluation°Reports' Other: REFER.TO APPROVAL DOCUMENT FOR DESIGN PRESSURE, FL15332 R4 A772969C.pdf RATINGS _ - Created by Independent Third ,Party: Yes- fib' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.odf n Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 i Impact Resistant: No Created by Independent Third Party: Yes r. Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.odf RATINGS Created by Independent Third Party YesL r 4 v'0 15332.6 SERIES 420 REINFORCED ALUMINUM 1 SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 01 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.pdf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions T A roved for use in HVHZ: Nopp FL15332 R4 II 08 OOSOlE.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510808D.pdf 15332.8 ( SERIES 430 440 ALUMINUM SGD: SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- vi REINFORCED AL s Limits of Use, i Installation Instructions, https://vwvw. 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.Ddf RATINGS , Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use j Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf 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 FL15332 R4 AE 510810D.pdf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails 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 licem under Chapter 455, F.S., please click here Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg°/`3dn/`3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN 1S 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 1S 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 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. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM ! R OUJSEQ. FOR THIS PRODUCT IN WIND 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.. 9. 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 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). D. METAL STRUCTURE: STEEL 18CA, 33KS1 OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO, DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S R 0df i 9 f GRATZ, PA 17030 NGEN3F 596" SERIES 420 SGD X 80" NON -REINFORCED 4 1 NOTESO" TAT OF I ` oIORIDP• \\` 0NI DRANT, 0-0 NO. REV F. A . 08 E AL LV15 R. LOTOS P.E. FL NO.: 62514 500498 OF 10NTSwE02/23/09 L. R08ERTO COMAS P.E. 92 WOODFORD RD LE-WISVILLE. NC 270:J 434-688-0609 rnwnas4.Irlamavpa.com 6 MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 1 5" MAX 17" MAX D.C. O X SO" 1AX AME IGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2' x 79' 2. MAXIMUM D.L.O.: 44 518" x 74 S18' 6" MAX HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART #99-04-145) LOCATED 38 314' ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL BOTTOM RAILS ROASIONS Of.' CRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psi Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 420 48.0 in) 60.00 72.00 84.00 96.00 Pos Nag Pos Nag Pos Nag Pos Neg 80.0 40.0 55.1 40.0 48.2 40.0 43.4 40.0 1 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pst) Frame Single Panei and TDtal Frane Width (in) Haight 30.0 36.0 42.0 48.0 le) 60.00 a 96.00 Pos I Nag Pos I Nag Pos Nag Pos Neg 80.0 55,11 55.1 48.2 1 48.2 43.4 43.4 40.0 1 40.0 CHART #3 Number or anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 48.0 le) 60.0 72.0 84.0 96.0 HdS Jamb H65 Jamb H8S Jamb H&S Jamb 80.0 4 5 5 5 6 1 5 6 1 S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION ORAWN: DWG NO. F.A. 08-00498 5c'LE NTS - 02/23/09 s"EET2 OF 10 L ROSEATO LOADS P.E. 1432 WOODFORD RO LEWISVJLLE, NC 27073 434-668.0609 rYwruyQDrrromaypn.com SIGNED: 0612012017 S RfIIL E 0 6251 x = TACTlccE OF fzoR1oP•'`N 7i7S ONALIE` Luis R. Lomas P.E. FL No.: 62514 6" MAX 6" MAX 17" MAX O.C. MAX FRAME HEIGHT 6" MAX SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART #4 FOR NUMBER OF 40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS M1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS 96" MAX FRAME WIDTH 1) ANCHOR PER LOCA71ON AT HEAD & JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 17' ID.C. 6' MAX NOTES: i. MAXIMUM PANEL SIZE: 48 12' x 79" 2. MAXIMUM D.L.O.: 44 b/d" x 74 51s- HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART #99-04-145) LOCATED 38 3/4' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART #99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS REVISIONS DESCRIPTON DATE APPROVED ADDED CHARTS 03/05/12 R.L, REVISED PER NEW TESTING 10/29/13 R,L. ADDED FACE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L CHARrA4 Number of—h-foaaflons,W d,od Fru Single Panal and Total Unl1 Wgfh (In) Hafgtt 30.0 3d.0 4y,0 4&0 84,0 96.0 H&S Jamb H8S Ja b H8S Jamb HQS JomD 80.0 4 S S 1 5 6 1 5 1 8 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FIN ELEVATION PRAWN: 0WC NO. F.A. 08-00498 szz NTS I DATE 02/23/09 SltEL73 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWIS VILLE, NO 27023 434-608.0609 rllana Woma,^W.com SIGNED: 0612012017 O 0 6261 * = a TAT OF REV p' F FGOR10:• ' E Luis R. Lomas P.E. FL No.: 62514 - WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN, EDGE DISTANCE 1 3/8" MIN. EMBEQMENT 1/4• I MAX. SHIM SPACE EXTERIOR II II II II INTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN, EMBEDMENT 1 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN, VENT MIN. STANCE 1/4• MAX. SHIM SPACE REVISIONS DESCRIP110N DATE MPROVEp ADDED CHARTS 03/05/t2 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR III- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 108-00498 M NTS JOATE 02/23/09 sH-4 OF 10 L. ROBERTO LOMAS P.E. 1432 tVOODFORD RD LEWISVILLE, NC 27023 4N- 0930609 rfbmas(u fAorrrJ;pn.com SIGNED: 0612012017 G. ENS:9iP i P STATE OF • E js1dNAl t? G`\ Luis R. Lomas P.E. FL NO.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE SMS OR DRILLING N SILL TO BE SET IN BED OF PPROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2" MIT EDGE DISTA t 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVIa'ION Af+ I 9ESCRIPIICN DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 07/30/15 R.L E REVISED INSTALLATION DETAILS 06/20/17 R.I_ JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: owc No. F.A. 08-00498 cAli NTS 0- 02/23/09 1 SH-5 OF 10 L. R08ERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC Z702.J- 111-6t1d-0009 rtto+n, s JvbmarPr.conl SIGNED: 0612012017 R111i/o'//'/ ENSF91 0 511 k =_ pTAKITccE OF O Luis R. Lomas P.E. FL No.: 62514 RFY IONS 1 1/2" MIN 1" MIN. Rn DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R,L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/30/15 R.L.. a• EMBEDMENT CONCRETE/ r J { EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/57 P,.L. MASONRY - '—•- BY OTHERS 1MAX' SHIM MSPACE OPTIONAL 1/ 4" MAX. 1XBUCKSHIM SPACE TOBE1" c PROPERLY MIN. . INTERIOR SECUREDEDGESEE NOTE 3 DISTANCE SHEET 1 3/ 16" TAPCON a 3" o •" .. MIN • . EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN o A BED OF APPROVED SEALANT 3/16" TAPCON 3/ 16" TAPCON EXTERIOR CONCRETE/ MASONRY BY OTHERS MASONRY/ OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEWASONRYINSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. NOTES: e 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, - EMBEDMENTNOT SHOWN FOR CLARITY, 4 .. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE 4 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0&20/2017 z/ B" MIN 1' MIN. MI WINDOWS AND DOORS LLC 11111"III SEPARATIONEDGEDISTANCE650 WEST MARKET STREET \\\\\S F:'• L0ijY i VERTICAL CROSS SECTION GRATZ. PA 17030 •\CEN q qP CONCRET& MASONRY INSTALLA TION SERIES 420 SGD =dr• 4ip, X 80 -REINFORCED FR Win ( .y FRAMEINSTALLATIONDETAILSx1 $TAT OF DRAWN: DWG ND. REV O F ' cZOR10P• \ scus OA1E 08 50E0E498 EVaNIA 1ENG\\\ NTS 02/23/09 6 OF 10 L. ROBERTO LOATAS P.E. LUIS R. Lomas P.E. 1a32 WOODFORDRDLEWISNLLE, NC 27023 FL No.: as .__ _ ___. _... _ a: AL68& On09 rlbm Nlonwvcu.can WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW D00 FRAMING OR 2X BUCK BY OTHERS EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 4 1 /4" MAX. SHIM SPACE 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT TT 1/2' MIN. EDGE DISTANCE 10 WOOD - INTERIOR SCREWS ILL TO BE SET IN BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT I 1/2- MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE RLMSIONS DESCRIPTION DATE APPRO`/EO ADDED CHARTS 03/05/12 R.L. REVISED PER NEw TESTING 10/29/13 RA- ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/2C/17 R.L_ INTERIOR EXTERIOR . JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKTNSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: pN'C N0. F.A. 08-00498 SCALE NTS I DATE 02/23/09 1 SHEET OF 10 L ROBERTO LOMFS P.E. 14-V WOODFORD RD LEWISVILLE. NC 270:3 411-69S-0009 rIlPm sQlrlarusyvr.can SIGNED: 0612012017 UF,VIIL/o 1// to - o,b1257 •• * _ 4T(T TllccE O F ; 40RVD s'OII I NA1. 1, Luis R. Lomos P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN 1 BED OF IPPROVED 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 JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2 MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE REVSIGNS DESCRIPTION DATE APFRpvED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION OETALS 07/30/15 R.L. REVISED INSTALLATION OETALS O6/20/17 R,L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 1 08-00498 SCAT NTS - DATE 02/23/09 --8 OF 10 L. ROGERTO LOAJAS P.E. 1432 WDODFORD RO LEWISVILLE, NC 2 023 434y188-0609 dl.-Wj a.ayF .com SIGNED: 0612012017 J\ Stl liliC0 OENS',9s o S tcrt,vrlt' OF : w` S;ONAi11111I1rG\ Luis R. Lomas 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 I 1 1/4" MIN. EMBEDMENT d . Z 1 /4" MAX. SHIM SPACE EXTERIOR 2 7/6" MIN SEPARATION VERTICAL CROSS SECTION CONCAET&MASONRY INSTALLATION 3/16" TAPCON INTERIOR 1 1/4• MIN. EMBEDMENT REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L, C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 05/20/17 R.L. 1" v MIN. ' EDGE q" MAX SHIM SPACE INTERIOR DISTANCE a D" J MIN SEPARATION 3/1 s" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL Ix BUCK CONCRETPJMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 1 1/4• MIN. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE p, EMBEDMENT DESIGNEDIN ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11' ll"1Ji,, 5 R. LO i, 1" MIN. GRATZ, PA 17030 CENS,'95,- V EDGE DISTANCE SERIES 420 SGD T *• 0 6'61 *' 96" X SO" NON —REINFORCED FLANGE INSTALLATION DETAILS c TAT O F LU DRAW Dwc ND. Rev iiiO Fc4F<OR1 P•G OS-S00498 E ONIAl1Evv scvL aTE NTS02/23/09 9 OF 10 L. ROBERTO LOMAS P. E. Iaj2w000FORDRDLEWISVILLE. NC27023 L01S R. Lomas P.E. J34- 686-0609 rllo,wS0jrADme pn M FL NO.: 62514 WOOD FRAMING BY OTHERS 1/4- MAX I I SHIM SPACE 8 WOOD SCREW INTERIOR t 1NINEMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16 MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN ( t 1/4' MIN. EMBEDMENT WOOD FRAMINGeWOOD SCREW BY OTHERS INTERIOR 1/4" MAX HOOK STRIP — 7/16" MIN, EDGE DISTANCE EXTERIOR 1/2' MIN. EDGE DISTANCE L RLMSIONS DESCRIPnON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - SHIM SPACE ` #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS4-9. 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 2X BUCK OR — WOOD FRAMING BY OTHERS TRIM — INTERIOR HOOK STRIP PANEL EXTERIOR INTERLOCK NOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. I EDGE DISTANCE 1 3/8" MIN. EMBEDMENT aJIO WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING 1 1/4" MIN. EMBEDMENT 1 X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,CONCRETE 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 DRAWN: DWI NO. F.A. 08-00498 NTS °^ 02/23/09 ISHEU10 OF 10 L. ROBERTO LOruS P.E. 1432 WDOOFORD RD LEWISVILLE, NO 270?J' 433-6"-0609 r!!oma:;Ci uiomaapr.com SIGNED: 0612012017 I R I IL/off,///. NpENSF9sG STTATTrrE OF"= cC0R1Dt- ONALIE*' Luis R. Lomas P.Q. FL No.: 62514 ALMSIONS 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. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM lS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6. 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 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 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). C. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM15. APPROVED CONFIGURATIONS: OX, XO. XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REV I DESCRIPTION I DATE I APPROVED A t ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C I REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET LLLIuu1Ii GRATZ, PA 17030 NGENS. 9J oy b1 x — SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96"' X 96" lice NOTESy STATE OF :Q: i`• F 9R10P• DRAWN: Dwc No. Rev V.L. 08-02249 C AtI11NCALENTSPATE10/30/13 1 OF 10 11111L\ LUIS R. Lomas P.E. L. ROBERTO LO"A4 P.E. l432 WOODFORD RO LEWISVILLE. NC 27020 a34-&M-0609 I1Jmasf4klanasptl.can FL No.: 62514 98" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - 17 MAX C. r Q.-- 6" MAX 17" MAX O.C. 6'• IAX AME IGHT 1 6• MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS AY AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112' x 95" MAXIMUM O. L.O.: 44 5/8` x 90 S/8' HARDWARE SCHEDULE 1) FLAT MOUNTED HANOLE SET (99-04-145) AT 38 314" ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17.195)AT EACH END OF PANEL BOTTOM RAILS IL UMINUM 6063•T6 REINFORCEMENT (668)AT ALL PANEL INTERLOCKS CHART 91 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Design pressure chart(pso Frarre Show Panel and Total Frame WC01 (In) Holgnt 70.0 36.0 420 411 In) 60.00 7200 84.00 96.00 Pos I Nap Pos Nog Pos Nag 84.0 40.0 58.4 40.0 45.7 40.0 42.0 88.0 40.0 55.2 M 40.0 43.0 39.4 39.492040.0 52.4 40.0 40.6 37.1 37.1 a00 49.8 38.a 38.4 35.0 35.0 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SEE NOTE 9 SHEET 1 Design preswre chart (psi Frame Singla Panol arn3 at FramO Wrdlh (in) Heigh) 30.0 3co 420 48.0 In) 60.00 1200 8400 1 96.00 Pos Nag Pos Nag Pos Nag Pos Nog 84.0 58.4 5 A 50.9 50.9 45.7 45.7 42.0 42.0 88.0 55.2 552 48.0 48.0 43.0 43.0 39.4 39.4 920 52.4 52.4 46.6 45.4 40.8 40.6 37.7 37.1 96.0 49.8 1 49.8 1 43.1 43.1 38.4 38.4 1 35.0 35.0 rHA PT LP Number or anchorIoc4 Von$ required Frame Single Panal and Total Frarro Wiwi (In) Height 30.0 36.0 420 48.0 In) 60.0 720 1 84.0 1 96.0 HISS Jamb HISS Jomb I HAS I Jamb I HISS lamb 840 4 6 5 8 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 8 8 6 6 6 96.0 4 6 5 6 6 6 6 6 REVISIONS DESCRifTON DnTE APPROVED ADDED FLANGE AND FIN INSTAtIATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DPAWV.L. OwG NO. --j F L• 08-02249 SCALE NTS 164E 10/30/13 5--2 OF 10_ L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 4,14-08-0609 rtromasgalnomaapa.can SIGNED: 0612112017 J\ 5111 f i ILJoA'/ i v •4 GEMSFgP p OFT(,ArTlrls.m= p•" 0R10F Luis R. Lomas P.E. FL No.: 62514 REVISIONS 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX — 1— I L 17 MAX I O.C. 6" MAX 17" MAX I( O.C. I 96" { MAX FRAME HEIGHT 6 MAX 6- MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RAMPACTRATING REQUIRED t35. OPSF NONE SEE CHARTS p1 AND p2 SHEET 2 FOR OTHER 1JN1TS RATINGS HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3I4" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REV OMFWTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1,12' x 95' 2. MAXIMUM D. L.O.: 44 518' x 90 &8" CHART# 4 Numbor olanchor loeatlons requlrad Frarro Singlo Panel and Total Unit Width (in) Hognt 30, 0 36.0 42.0— 48.0 H) 60.0 720 114.0 96,11 HBS Jamb H&S Jamb H&S Jamb HBS Jamb 84. 0 4 6 5 6 6 6 6 6 83. 0 4 6 5 6 6 6 6 6 920 4 6 5 6 6 6 6 6 96. 0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION Y. L. 108-02249 GAF NTS °ATE 10/30/13 S-ET3 OF 10 L. ROOERTO LOMAS P,E. 1432 WOODFORD RD LEWISVILLE. NO 27023 4$ 4-680-0609 rllom3eGGlrlomaspa.cam SIGNED: 0612112017 P. 11 ` 10,//! it• 0,261 -x TAT/ OF : r¢ O E OF RID? Luls R. Lomas P.E. FL No.: 62514 1/2" MIN. REYI$IONS EDGE DISTANCE REV DESCRIPnoN DATE PPPROVED A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. OR 2X BUCK+ WOOD FRAMINGjfXTERIOR 1 3/8" MIN. EMBEQMENT C REVISED INSTALLATION DETAILS 06/21/17 R.L BY OTHERS 1/4` MAX. SHIM 10 WOODSPACE SCREW 1 3/8" MIN. _ 1/4' MAX. EMBEDMENT SHIM SPACE T —'— INTERIOR EDGE201STANCE INTERIOR Illull 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT AIN, w —TANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRAWN: OWG N0. V.L. OS-02249 SCAL' NTS DATE 10/30/13 D"T4 OF 10 L. ROBERTO LOu4S P.E. I4-12 WOODFORD RD LEWISVILLE, NC 27023 a3.7-51)r)Oe09 rifomVsQlllomaipncom SIGNED. 0612112017 R111 10/ i TAT1kFE i Fs FZ 0 R 101; •G''\• ijS 0NA1flI1E? Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2 MIN. DISTANEDGECE 1/4" MAX. r SHIM SPACE wl 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SE( IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 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 E2172 T- 1/2" MII EDGE DISTF 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCPoPDON DATE APPOVED A ADDED FLANGE AND FIN INSTALLATION 12/10/1} R.L. S REVISED INSTALLATION -DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 1 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 11iu+ulli, 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER Tk• 0 51 * = 99 FRAME INSTALLATION DETAILS TAT OF = DRAWN: V. L DWG NO. R SCALE 08- 02249 N7S DATE 10/30/13 S EETS OF 10 L. R08ERTO LOMAS P.F. 1472 WOODFORD RD LEW60LLE. NC 27029 Luis R. Lomas P.E. 4s4eseaws rtromas vuma py,GRR FL No.: 62514 1 1/2" MIN 1" 41': I SEPNCE 1/4" MIN. EMBEDMENT CONCRETE/° MASONRY BY OTHERS1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I INTERIOR SILL TO SET IN A BED OF f APPROVEDESEALANT a 1 1/4" MIN. c• . EMBEDMENT a d' a 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE'FE/MASONRY INSTALLATION REVISIONS DESCRIP110N DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. RBISED INSTALLATION DETAILS OG/21/17 I R.L. 1 1/4• MIN EMBEDMENT I 1/4" MAX, 1" a '{I SHIM SPACE MIN. o. ' I INTERIOR EDGE DISTANCE a` MIN SEPARATION a ' 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRET6'MASONRY INSTALLATIONOPTIONAL1- BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W(TH ASTM E2712 SIGNED; 0612112017 MI WINDOWS AND DOORS LLC lllll)1/7j 650 WEST MARKET STREET GRATZ. PA 17030 5 R• O ii ENO E N S 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" fir• a b1 *~ FRAME INSTALLATION DETAILS TATE OF O. DRAWN: OWC NO. REV c FCORIflQ:• ' ANAL V.L. SCN.E DATE 08-02249 C TLI1111141\\\ NTS 10/30/13 1 -EET6 OF 10 L. ROBERTO LOWS P.E. I432 WOODFORD RD LEWISVILLE, NCi0'J' Luis R. Lomas P.E. 434-688-0609 rlfam,3 Irbmaypy.com FL No.: 62514 r. 1/2° MIN. EDGE DISTANCE WOOD FRAMING I 1 3%8" MIN. OR 2X BUCK } EMBEDMENT BY OTHERS 1/4• MAX, SHIM SPACE 10 WOOD SCREWS EXTERIOR LL U LL1I INTERIOR i0 BE SET IN OF OVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT w uo inivuc VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS RN DESCRIP71ON GATE PPPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 1 R.L. 1 /4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 I4I WINDOWS AND DOORS LLC 650 WEST MARKET STREET 00111U7j S P, . L O GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER a51 t 4TAYFLANGEINSTALLATIONDETAILSj1 OF — Drwwn: Dwc No. REv 50.0' a i F•, (OR10P; • '': V,L. SCALE OB-02249 NTS 110/30/13 --7 OF 10 A'AL1 L. ROBER TOLOMASP.E, 1432 WDOOFORD RD LEWISVLLLE. NC 27023 LUIS R. Lomas P.E. 494.66E.0609 rlbnia!0>lrlomasPn.com FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. rSHIM SPACE IN7SRIOR SMS OR DRILLING W L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS 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 JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 L 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLASIONS REV DESCRIPTION GATE APPROVED A ADDED FIANCE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OS/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 11i111u/ 650 WEST MARKET STREET J s R. Lp'ifGRATZ, PA 17030 p E SERIES 420 SOD REINFORCED WITHOUT ADAPTER p 51 1t 96" X 96' FLANGE INSTALLATION DETAILS TATE OF •^ DRAWN: a. V,L. DWO NO. 08-02249 RLN C i F•COR10P• \` scALE NTS D"- 10/30/13 --8 OF 10 L. ROBERTO LOMASP.E. 1432 WO0DFOR0RDLEWISVILLE,NC770Z3 Luis R. Lomas P.E. 434.6A9-0609 illwn plrlanavpu.com FL NO.: 62514 1 V/2" MIN. 1" MIN. REVISIONS SEPARATION 1 EDGE DISTANCE REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OB/03/15 R.L. 1 1/4" MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L CONCRETE ° EMBEDMENT 1 1/4" MIN, MASONRY EMBEDMENTBYOTHERS1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK , TO BE 1/4" MAX. PROPERLY 1- .. .a I SHIM SPACE SECURED INTERIOR SEE NOTE 3 MIN. SHEET 1 EDGE DISTANCE 3/16" TAPCON c EXTERIOR INTERIOR MIN, SEPARATION . v SILL TO BE SET IN A BED APPROVEEDD SEALANT 3/16" TAPCON EXTERIOR3/16" TAPCON —L CONCRETE/MASONRY I BY OTHEHERSS JAMB INSTALLATION DETAIL MASONRY/ C0NCRE7 L MASONRY INSTALLATIONCONCRETEOPTIONAL1XBUCKBYOTHERSTOBEPROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a. 1 1 /4• NOT SHOWN FOR CLARITY. EMBEDMEENTNT 2. PERIMETER AND JOINT SEALANT BY OTHERS TOREa DESIGNED IN ACCORDANCE WITH ASTM E2T 72a SIGNED: 06/21/2077 2 7/8 MIN. 1- MIN. MI WINDOWS AND DOORS LLC 11111n11, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET S R' L 0 VERTICAL CROSS SECTION GRATZ. PA 17030NS40 9s% CONCRETE/MASONRYINSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER —*• D, 51 •*= 96" X 96" is FLANGE INSTALLATION DETAILS — •ftt 70.• TAT OF • ct DRAWN: V.L. DWC NO.-'02249 REV QRENTSDArE10/3sxEETg OF 10 C OtNAt1?` L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NO 270:J Luis R. Lomas P.E. 04-68d-0609 rAamj:;@inw pn.co FL No.: 62514 WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE 1 1/4" I r MIN. I LEMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. r. F SHIM SPACE 1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. REIASON$ REV DESCRIP110N DATE APYROYFp A ADDED FLANGE AND FIN INSTALLA71ON 12/10/13 R.L. 6 REVISED INSTALLATION DETAILS 08/03/IS R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L 1 5/8" MIN. EDGE DIST. TRIM a 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1 X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR .. PANEL INTERLOCK HOOK STRIP INSTALLATION MASONAWCONCRETE 1/2" MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE EDGE DISTANCE TRl M INTERIOR 1 3/8" MIN. EMBEDMENT HOOK STRIP '7 HOOK STRIP-— SCREWELF DRILLING 10 WOOD PANEL SCREWEXTERIORINTERLOCKEXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLA TION HOOK STRIP INSTALLATIOMETAL STRUCTUREN SIGNED: 06/27/2017 2X BUClVWOODFRAMINGMIWINDOWS AND DOORS LLC \\\110101111 650 WEST MARKET STREET \\`\5 R'. 0.i GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER = *61 ,t 96" X 96" NAILFIN &HOOK IMS7ALLATION DETAILS _ TATE OF : 45"— NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, DRAWN' Dwc No. REv i i ZORtph' \ NOT SHOWN FOR CLARITY. V,L. 08-02249 C i Sp •..•G\ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE scAu NTS a`TE s" 30/1T10OF 10 DESIGNEDINACCORDANCE WITHASTME2112L3071' LOMAS P. E. 10/3 1432 WOODFORD ROLEWISOLLE. NC27023 Lu1s R. Lomos P.E. 4J4-636. 0609 nroma:c rnoR,a>Pm.cam FL No.: 62514 INTERIOR TRIM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 155 RFOUIRE0 FOR THIS PRODUCT IN WIND 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•, 9. 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 G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90.'GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK- MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO, OESCRIP71ON 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RLV1510N5 RLY DESCPoPnON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' D REVISED INSTALLATION DETAILS 08/05/15 F.L. E REVISED INSTALLATION DETAILS 06/22/17 R,L. SIGNED: 0612212017 MI WINWS LLC 650pWOEST MARDKE STREET SLLRtiItL;O4f 9 GRATZ. PA 17030 VQ E N S a 61SERIES430SGD 143" x 80" NON REINFORCED NOTES p ; $TAT OF Zz il Ts ;°CO RVD •\` DRAWN: DWC NO. REV OS 0 02 DNA 1\\\ Lufs R. Lomas P.E. Luc NTS wrE 02/23/09 OF 9 L. R09ERTO LOMAS P. E. 7a32 WOODFORD RD LEW160CLE, NO 27023 434-638-0609 rtkvnas4nVlomasPn,corn FL No.: 62514 6" MAX -- I 6" MAX 17" MAX 80" O.C. MAX FRAME iFIGHT L 6' MAX I f 143" MAX FRAME WIDTH j SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS a1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112" x 79' MAXIMUM D.L.O,: 44 34"x 74 3,'8" HARDWARE SCHEDULE FLAT MOUNTED NANOLE SET (e9-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS 6" MAX RLASIONS REV DLSCRiPnCN GTE sPPROVCD A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/OS/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 F.L. _ CHARTa'1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (jest) Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 4ZO 47,7 in) 90.00 108.00 126.00 143.00 Pas Nag Pas Nag Pas I Neg Pas I Neg 80.0 40.0 54,9 40.0 48.0 40.0 43.2 40.0 40.0 CHART x2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOWRED SEE NOTE 9 SHEET r Design pressure chart (psi) Frame Single Panel and Total Frame Width (in) - Haight in) 30.0 36.0 42.0 47.7 90.00 106.00 126.00 143.00 Pos Neg Pos Nog Pas Neg Pos Nog 80.0 54.9 1 54.9 48.0 1 48.0 43.2 43.2 40.0 1 40.0 CHART rJ Numberotanchorlocations required Frame Height Single Panel and Total Frame Width (in) 30. 0 36.0 420 47.7 in) 90. 0 108.0 26.0143.0 H& S Jamb H&S Jamb H&S Jamb a Jamb 80. 0 6 5 7 5 1 8 1 5 9 1 5 Ml 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 DATE 02/23/09 -ET 2 OF 9 L. ROBERTO LOWS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27OX 434- 688-0609 dj=as rjR spu.Ca SIGNED: 0612212017 51R II I0/,/ i r6Q61 r - T( ATE OF Q R10N; • Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPACVED EDGE DISTANCE A ADDED CHARTS 03/DS/12 R.L, B REVISED PER NEW TESTING 10/15/13 R,L, WOOD FRAMING 1 3/8" MIN, C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK EMBE MENT D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1/4" MAX, E REVISED INSTALLATION DETAILS 06/22/17 R.L SHIM 10 W000 SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT SHIM SPACE 1/2" MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR LZ SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW ENT WOOD FRAMING OR 2X BUCK BY OTHERS cwc uwlr,Iv.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWC N0. F.A. 08-00502 SCALE NTS DATE 02/23/09 1SHEET OF 9 L ROBER70 L OMAS P,E. 1432 WOODFORO RD LEWJSVILL£, NC 27023 J3683-Oti09 rJlomasP,irlomaspn.com SIGNED: 0612212017 SR I ILIO VGEN3':9iP i TTA7+FFE 0 p O . F4 SSiONALtO\ Luis R. Lomas P.E. FL No.: 62514 1 /2" MIN. EDGE DISTANCE 1 METAL STRUCTURE 1/4" MAX. BY OTHERS -- SHIM SPACE 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED 4LANT A 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS DFSCAIPIION DATE APPROVED ADDEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: OWC N0. F.A. 08-00502 W"'-E NTS DATE 02/25/09 s"EEr4 OF 9 L. ROSERTO LOMAS P.E. 1432 WOODFORD RP LEWISVILLE, NO 27023 43,665-OW9 rtlomas011rtomaspn.corrr SIGNED: 0612212017 11RIE MIO 9SFJ 0 6 514TAfrOFwz: 44/ ALlilllL? Luis R. Lomas 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 1 1/4" MIN. a EMBEDMENT i 1/4" MAX SHIM SPACE I.^ I 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE •'v DISTANCE d 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT o' 2 7/8" MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION 1/4" MAX, SHIM SPACE RLV151ONS REV DESCRIi TION DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/16/13 R,L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/0S/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFIMASONRY INSTALLA TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FIN`SHES. 8Y OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 I2 SIGNED: 06122,2017 MI WINDOWS DDOQR LLC ET GRATZ, PA 17030 11If1 J050MARKET C E N S 9iP yr p sf x n-! c SERIES 430 SGD 143" x BO' NON REINFORCED FRAME INSTALLATION DETAILS p , TATE OF O' CCAZOR10F:-' ONAl. 1 G\ DRA% N: DWC N0. 08— O02 R'Er E scv1 DATE NTS 02/23/09 y 5 OF 9 Luis R. Lomas P.E. FL No.: 62514 L. ROSIERrO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 a34-6d8. 0609 room: sVjrmmaspu.com WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4" NAX. SHIM SPACE EXTERIOR II II 11 It II. 11 INTERIOR CVIrL UIJ IHIVI.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHO WN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN, BENT 1 3/8" MIN, EMBEDMENT 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. F SHIM SPACE REV6tONS REV DCSCRtPT10N DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 F.L. C ADDED RANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/0S/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SOD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OW'C N0. F.A. 08-00502 SCALE NTS I GATE 02/23/09 1 SHCET 6 OF 9 L. ROBERTO LOA4AS P.E. 14.22 WOODFORD RD LEWISVILLE. NO 270'..3 1 1-693-OJ09 rrlomasLalrfomaaPu.corn SIGNED: 0612212017 0 N\\,\ o TTAATlccE OF ` E //i SS NA t1ECVCi\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS SELF DRILI Sc M ETAL STRUCTURE BY OTHERS I 1/2" MIN. _ EDGE DISTANCE 1/4" MAX. SHIM SPACE I 10 SMS OR SELF DRILLING SCREW EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 T2 INTERIOR L TO BE SET IN BED OF APPROVED aLANT i 1/2" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L, INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA71ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWD NO. F.A. 08-005D2 SCALE NTS I OAT' 02/23/09 ISHM7 OF 9 L. 11-RTO LOb1AS -E td32 W000FORD RD LEW7SVILLE. NO 27027 d7d.bq&Ob09 i7fomu5((alrloml pe.MM SIGNED: 0612212017 S1t k,I 11tIO Z` .4 CENSF 9,r TAT OFOF — 0.. RCv 'i,'ocsFlpR1.OT;•G'r E Luis R. Lomas 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 _ X BUCK f i0 BE PROPERLY JSECURED1/4" MAX. SEE NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT I II` SHIM SPACE L- MIN, EDGE o DISTANCE 3" MIN. SEPARATION 3/16" TAPCON " SILL TO BE SET IN a " EXTERIOR A BED OF APPROVED — SEALANT CONCRETE/MASONRY OPTIONAL IX BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/4" MIN. q. EMBEDMENT o'. I, 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTON DATE, APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 F.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/0$/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 1 F.L. INTERIOR i-, JAMS INSTALLATION DETAIL CONCRETE/MASONR Y INSTALLATION 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 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 J\`o 9s SSERIES430 143" x 80" NON REINFORCEDEIN uf\ CEN'q ir~ FLANGE INSTALLATION DETAILS So + O"• TATE OF 4ui T0- F<O R1QF. • \ i •' DRAWN: DWC NO. REV F.A. 08-00502 E r0 •'' G` ii 0/111IATE02/23/09 -EL 8 OF 9 tE\\\ rNTS L ROBERTO LOMAS P.E. W= WOODFORD RDLEWISVILLE. NC2i023 Luis R. Lomas P.E. 434-686-0609 «lom:.(fi bromasp.cpm FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP — --- d 1 l/4" MIN, EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/t6' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE RMIONS REV DMRP710N DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 0 ADDED FLANGE INSTALLATIONS 12/06/13 R.L- 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L, METAL STRUCTURE 1/2" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP 10R SELF DRILLINGSCREW PANEL 1/2- MIN. EXTERIOR INTERLOCK EDGE DISTANCE NOOK STRIP INSTALLATION METALSTRUCTURE INTERIOR TRIM 1 -3 MIN. _ 4 EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2172 HOOK STRIP SCR WOOD SCREWEXTER1ORF:=:3— n= PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BLICK4VOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED HOOK INSTALLATION DETAILS DRAWN; DWO N0. F.A. 08-00502 c`" NTS I DATE 02/23/09 9 OF 9 L. ROSER70 LOMAS P.E. 1472 WOODFORD RD L EWIS ILLE. NC 27D23 31.633-0609 rlbma(pbloma>pu.cwn SIGNED: 0612212017 v\\ c \ I DE L OsF STTAAY, OF iYYY l/0NA 11' t: Luis R. Lomos P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE. 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 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 ANCHORCALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 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", 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. 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 I" 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). D. METAL STRUCTURE: STEEL 180A, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAIL S REV REVISIONS DESCRIPTION DATE APRROvED A ADDEO CHARTS OS/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 F,L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS DOORS LLC 650 WEST MARKETKE STREET L O GRATZ. PA 17030 J\S111FL- 51 *= SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES a• ¢ o : TAT OF F.A. 08-00503 REV E iFS' • LQR DF G*\: c E NTS DATc 02/23/09 L ROBEAro tows P.E. I472 WOODFORD RD LEWISVILLE. NC 27023 LUIS R. Lomas P.E. 3+L88-OfA9 nlwus@Nlomaspe.com FL No.: 62514 REVISIONS 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART b3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX MAX -- 6" MAX O.C. 7 6 AMA-X I L 17" MAX O.C. 96" - MAX FRAME HEIGHT 6" MAX i SERIES 430/440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS X 1 AND A2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 46 112"x 95' MAXIMUM D. L.0.: 44 3N' x 90 5/8" HARDWARE SCHEDULE FLAT 111OUNTED HANDLE SET (9M4-145) AT 37 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS(99-17-195) AT EACH END OF PANEL 80TTOM RAILS JMINUM 6083-T6 REINFORCEMENT (668)AT ALL PANEL INTERLOCKS JMINUM 6063-TS REINFORCEMENT 14237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK DESCRIPTION A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART#I E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 4 SHFET 1 Design pressure chart (pszo Frame Singlo Pam)l and TaW1 Frame Wim (in) Heigh, JD,O 36.0 420 47,7 In) 90.00 105.00 126.00 1:4 Pas Nag Pas I Nag Pos Nag Pox I Nag 84.0 40.0 1 60,0 40.0 57.9 40.0 52.a 40.a 48.0 88.0 40.0 eo.a aD.o 15 40,0 46.9 ao.a as.a 920 40.0 59.6 40.0 51.7 40.0 46.1 40.0 42.3 96.0 40.0 56.6 40.0 49.0 40.0 43.7 40.0 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED SEF Nf)7F O.SHFFT 1 DDsign pressure chart (pA Frama Fgh1 Sin9lo Panel and Total Frame Wdttl (n) E J6.0 42A 47.7 in) 90.00 10A00 126.00 143.00 Pos Nap I Pos I Nag Pos I Nog I Pos I Nog 84.0 60.0 1 60,0 1 57.9 57.0 52.0 52.0 48,0 48.0 88.0 60,0 60.0 54.6 54.6 4 .9 48.9 45.0 45.0 920 59.6 59.6 51.7 51.7 46.1 46.1 42.3 42.3 96,0 56.6 56.8 49.0 49.0 43.1 43.7 40.D 40.0 CHART c3 Nambur!,anchor locall-sro0a1rad Frame S'n9la P3nal and ToWI Frame WIOa1 (in) Holght 30.0 36,0 42.0 47,7 90.0 708.0 126,0 1 7420 X6S Jamb H6S Jamb HaS I Jamb I HaS I Jamb 0 87 6 0 6 6 0 7 6 7 68 6 9 6 0i 7 6 7 8 8 6 9 6076766696 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED. ELEVATIONS DRAWN: DWG NO. F.A. 08-00503 SCxE NTS DATE 02/23/09 1 SNEET2 OF 9 L. HOSERTO LONLAS P,E. 1432 WOODFORD RO LEWISVILLE, NC 27023 434-OS6-0609 ribma:.arrgmupa.com DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0612212017 0 40 p STryAf.00FF,10•' z4 0 R1DF Luis R. Lomas P-E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK r 1 3/8" MIN. EMBEDMENT BY OTHERS 1 1/4" MAX. 10 WOOD SCREW SPACE 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 1 3/8" MIN, EMBEDMENT I 1/2" MIN, EDGE DISTANCE 10 WOOD SCREW BE SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS y-- 1/4" MAX. f SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. D REVISED PER NEW TESRNC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L- D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWC NO. F.A. 08-00503 ScaLE N7S °`TE 02/23/09 SH T3 OF 9 L. ROSERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NG 27027 434-08-0609 r8omaeL blomaspv.com SIGNED: 0612212017 NGyE NSFgS 61 REV s 'c[ OR10P • G`\.• E 11i%JVAL1E?` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILUNG SCREW M ETAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE I 1 1/4" MAX. SHIM SPACE 1/2" MIN. EDGE DISTANCE ' VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. TI SHIM SPACE 1/2" MIN. CIS OR EDGE DISTANCE INTERIOR BILLING '— RIO SMS OR SELF DRILUNG SCREWS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R,L D REVISED IN$TALIATION DETAILS 03/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. TO BE SET INr 3ED OF APPROVED LANT METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: OwG NO. F.A. 08-00503 scALE NTS GATE 02/23/09 1 SHEET OF 9 L. ROBERTO LOMAS P.E. 7432 WOODFORD RO LEWISVILLE. NO 27023 c3aGYd•0609 /iromasQ01r1omaape.com SIGNED: 0612212017 5„R 11lJ<) 0,. 61251 T'AATkkE OF ! O . 4,u' s : G 0R10Q: • G\ Luis R. Lomas 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 I EDGE DISTANCE O a' 1 1/4" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 3/16".TAPCON EXTERIOR INTERIOR 1 1/4" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE MIN. ` EDGE Q DISTANCE INTERIOR 9 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN o EXTERIOR A BED OF APPROVED SEALANT' CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8". MIN, 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION RChSI0N5 REV DESCRIPTION DATE MPRO ED A ADDED CHARTS 03/00/12 R.L. B REVISED PER NEw TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 F.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. mum n J JAMB INSTALLATION DETAIL OPTIONAL I BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: T. 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 SIGNED: 0612212017 MI WINDOWS AND DOORS LLD 650 WEST MARKET STREET A111uu1rl, S R'. to i i GRAT7, PA 17030 v .pENs SERIES 4 XD 143" x 96" REINFORCED REINFOORCEEDFRAME INSTALLATION DETAILS TATE OF DRAWN: DWC N0, OB E s/,/oNAIII suaENTSDATE02/23/D9 —E 53 OF 9 I 110,G\\ L ROBERTO LOMAS P.E. 1432 WOODFORD AD LEWISVILLE. NC 27027 LUtS R. Lomas P.E. 434- 68B-0609 rlfo,glfjwnjspe.cwn FL No.: 62514 D FRAMING 2 2X BUCK BY OTHERS tD WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 1 3/8- MIN. 1/4• EMBEDMENT MAX. SHIM SPACE r 1/2" MIN, EDGE DISTANCE INTERIOR 1/2- MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; f. 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 10 Wool) SCREW SILL TO BE SET IN A 8EO OF APPROVED SEALANT WOOD FRAMING 1 OR 2X BUCK BY OTHERS 1 3/8- MIN. EMBEDMENT REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEW TESTING 10/15/13 F.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4- MAX,E REVISED INSTALLATION DETAILS 06/22/11 R.L. SHIM SPACE r INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWO N0. F.A. 08-00503 NTS DATE 02/23/09 s"E£76 OF 9 L. ROBERTO LOMAS P.£, 1432 WOODFORD RD LEWISVILLE. NC 2, 011 434.py9'0009 il/omss(7TRfwn.2YAv.Com SIGNED: 0612212017 f 10 v .prNs-'9aP i 0„6 51 •• 1t = OF 0 ie s ;ZORlO •G?'\ Jill Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE EXTEHIOH 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1 / 4" MAX. SHIM SPACE OR LLING uV 1 cnlvrs L TO BE SET IN BED OF PROVED SEALANT 1 / 4" MAX. SHIM SPACE 1/ 2" MIN. EDGE INTERIOR DISTANCE — I 10 SMS OR SELF DRILLING SCREWS RLvrnovs Rt/ DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. E REVISED PER NEW TESTING t0/1S/13 R.L, C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 01 METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: Ow0 NO. F. A. 08-00503 scue NTS DATE 02/23/09 1 SHEET OF 9 L ROBERTO LOMAS RE. 432 WOOOFORD RO LEWISVIkLE, NC 27 0-IJ 434- 6Bd-0609 f0oma; lrla pu—m SIGNED: 0612212017 0\ 11R1 i t L10"i GENSIL 9P i• 0 51 * TTAATTE OF :\ 0, OR Luis R. Lomas P,E. FL No,: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION r EDGE DISTANCE MASONRY IjBYOTHERS _ _ 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/7.AX E NOTE 3 SHIM SPACE SHEET 1 I:.: a. I_:::• 3/16- TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS crr+rw nvry VERTICAL CROSS SECTION CONCRETElMASONRY INSTALLATION INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1" MIN. EDGE DISTANCE •' ° MIN. SEPARATION a . 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT <. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN, EMBEDMENT 1" MIN. EDGE DISTANCE RE, INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETALS 06/22/17 R.L J a 1 JAMB INSTALLATION DETAIL CONCRETEiMASONRY NlSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS"TM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S t: : 0hj i GRATZ, PA 17030 GEN3' 9iP i F- YSERIES4XIXSOD 143" x 96'6" REINFORCED REINFORCED FLANGE INSTALLATION DETAILS SDTAT OF i•c• F 0 R10? • F ij DRAWN: OWC N0. REV OS E 101VAL ECVC\- SOOE503scALEDATENTS02/23/09 8 OF 9 IrUomasQlrbm.»Ptl.crom L. ROBERTO LOPM5 P.E. 1432W000FORDRDLEWISVILLE.NC27023 LDiS R. Lomas P.E. 4JI.68y-0609 FL No.: 6251a 1 5/8" MIN. EDGE DIST. TRIM 1 INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP REVISIONS REV OESCRIPTION DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L " C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L 1/2" MIN. EDGE DISTANCE a ` SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR== a— NTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8" MIN. EMBEDMENT HOOK STRIP WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING 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, PA17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN: OWL NO. F.A. 1 08-00503 NTS — D2/23/09 SH-9 OF 9 L. ROBERTO LOMAS Y.E. 1432 WOODFORD RO LEWIS VILLE, NO 27023 r3i-6B90Fi09 r!lomas(ubmaspu.cam SIGNED: 0612212017 S RIIIL/O TTACf OF : L D 4 F' 0 R1aP • . Luis R. Lomas P.E. FL No.: 62514 Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 85o) 475-6197 Mark_ Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_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 License PE-4671B Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. a Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 C01 Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Equiv WD2017-001R2 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Summary of Products 08/11/2017 01/02/2018 01/02/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R1.2 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-PlO S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 1I 324620 P16 Jamb Connection Suop signed.pdfImpactResistant: Yes Verified By: Gordon Thomas RE. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 J 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available, Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0231-318996-P6 S,odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed .pdf FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor, 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.pdfi FL9174 R12 1I 307494 P11 Track Supplement Chart siicned.pdf FL9174 R12 11 324620 P16 Jamb Connection Stipp sioned.pdf Verified By: Gordon Thomas RE, 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 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R'l2'1I 319Q40 P1 Post7 tall Instructions s gried.pdf " " Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Sump signed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 4671EOther: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third, Party: Yes 9174.7 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 iI 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.pdfImpactResistant: 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 WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 1I 307494 P11 Track Suoolement Chart signed.Ddf FL9174 R12 II 324620 P16 Jamb Connection Supp sioned.pdfImpactResistant: 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.mdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart signed.Ddf FL9174 R12 II 319040 P1 Post Istall Instructions signed.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - 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 II 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 319040 Pi Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +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 5120/5140/6100/9100/9400/9600 ( 9' Max width. 10' Max height. Max section height 24". Glazing 0600 I available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0600-319026-P5 S.pdf FL9174 R12 II 307494 Pll Track Supplement Chart signed.Ddf FL9174 R12 1I 324620 P16 lamb Connection Supp signed.pdf 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 9174,12 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 1I 0601-319027-PS S.mdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Supp signed odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created, by.Independent Third Party: Yes -- Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/61D0/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.14 5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.pdf FL9174 R12 II 307494 Pll Track Supolement Chart signed odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed 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 16' Max width. 10' Max height, Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.pdf FL9174 R12 II 307494 P11 Track Supolement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed Ddf 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 9174.15 15120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0604-319030-P6 S.pdf FL9174 R12 II 307494 Pll Tract; Supplement Chart sioned.pdf FL9174 R12 IT 31.9040 P1 Post Istall Instructions sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDp sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Part: 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-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0606-319032-P7 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 Pl Post Istall Instructions signed.lodf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 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.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions sioned.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Suop sloned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created:.hy Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop 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 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. 9174.20 5140/9400/9600 #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 HVHZ: No FL9174 R12 II 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdfImpactResistant: 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 WD2017-00IR2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yesdoor. Bacl: IVtsf; Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: c=Aed. 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 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 Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 Introduction/ Scope ItIIf I/IlI/ oOXA D..TNO' OQ cEtvsF j9 ` VNo. 46718 Lkv- O STATE OF OIVAL •• Jllll4, Based on wind load test results for the FBC approved doors with paperlpoly 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. 11. 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 518/17, 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 ANSIIDASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSIIDASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation,will substitute the paperl 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, 1 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 9174A FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model# 9605 9605 9605 9605 9605 Door Size 9' x 8'-9" 16' x 8'-9" 16' x 8'4 16' x 8'-9" 9' x 8'-9" W x H) Design 26.901 15.30 / 25.90 / 30.00 / 43.20 / Pressure 30.80 sf 17.00 psf 28.80 psf 33.50 psf 49.60 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 318958-P8 318959-P9 318960-1?10 318996-P6 319022-P6 Impact Yes No Yes Yes Yes Rating Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605:::1DoorSize16'x8' 18,x8'-9" 18'x8'-9" 18'x8' 18'x8' Design 39.20J 12.401 18.50 / 30.00 J 39.20 / Pressure 43.70 psf 13.80 Rsf 20.70 psf 33.50 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319023-P7 318999-P6 319006-P6 319024-P7 319025-P7 Impact Yes No No Yes Yes Ratin r Table 1 B -• Doors under Evaluation p ' uICErvsO t 7Na.46718 :Fci 0, '• srarE oWa 2 DNA IIIII IS 1 1 Y.,Y"n' 'I 1I 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'x10' 9'x10' 16'x10' 16'x10' 16'x8' 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-P6 319030-P6 Impact No Yes No No Yes Rating 0Q- Table I — Doors under Evaluation — FL 9174.16 FL 9174.17 FL 9174.18 FL 9174,19 FL 9174. 0, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / 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 # 319031-P5 319032-P7 319035-P6 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion 1llflllll//// GENS No. 46718 rr STATE OF FCORIOP`••' Gib= ONA 1I1111N V J 2 v3117 LAoc 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 5tn Edition 2014) and 6th Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, 4 " Gordon Thomas, P.E. FL PE # 46718 BRIE- 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSD GLAZING IN MOLDED FRAMES SCREWED 13 CA HORIZ ANGLE - TOGETHER WITH A MINIMUM OF (6) 184" SCREWS USTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING iJ GA FLAG ANGLE - SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 16 GA MIN HORIZ- RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR TRACK WND^BORNE DEBRIS REGIONS. 5/160-5/8"- 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAC SCREWS RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP MIN 3 AS OR INTERMEDIATE SECTION (WIN OR WITHOUT DECORATIVE SHOWN) INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR 16 CA MIN VfgT- POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM OF 15.21' AND A MAXIMUM LENGTH OF TRACK 50.08". IS IMPACT RESISTANT AND GOES MEETGLAZING THE REQUIRE7.IENTS FOR WIND-BORNE DEBRIS REGIONS. 5/16><7-5/B' LAG - SEE O£TAIL E ON SHEET 2 FOR ASSEMBLY METALS. SCREW AT EACH GLAZED SECTION REWIRES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL RID (SEE DETAIL G SREET. ISTRACK- EO 1/4-20INTEGRALRillOF2SECTIONAANDOPERA-FOR STIL HER FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) BOLT AND HEX NUT AT EACH JB JAMB 1/4-14x7/8" SELF ORTLNC CRIMPTITE SCREW TO ATTACH BRACKET LOCATION THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR W000 DOOR STOP NAILED A MAXIMUM OF 6' OC. MUST OVERLAP TOP AND BOTH ENDS OFPANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 15 GA 611FFEnEtr 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELDULE FOR BONDED TO 30 GA MINIMUM FACER STEEL AND A GUANITY, LOCAIION, POLYLAMINATE BACKER. OR 32 CA STEEL BACKER. END AND TYPE CAP TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK( ELEMENTS SHALL Of THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR RE(CUIREO %NTH OPERATOR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING SEE NOTE 4). SUDE CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHOWN FOR 7. DOOR JAMB TO BE MINIMUM 2X6 STRUCTURAL GRADE CLARITY NOTE, ( 4}HOWNSECTIONSOLID LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. I(,. S. SEE SHEET 2 FOR U-BAR LOCATIONS S. LOUVER OPTION - MINIMUM LOUVERS IN MOLDED ON DOORS WITH OTHER 04D" FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) SECTION QUANTITIES AMC) 81 SCREWS INSTALLED I7 THE BOTTOM SECTION. SEE NOTES i AND 2 ON THIS SHEET FOR GLA7JNG LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQIIREMENTS FOR WIND-BORNE DEBRIS REGIONS. OPTIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE AT - I-- OF THE Dom. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DCORW,DT DOOR HUNTUNIFORM LOAD EACH JAMB (PLF) I6'- 0" ALL 207.2/-230.4 14'- 0" ALL 181.3/-201.6 12'- 0" ALL 155.4/-172.8 10'- 0" I ALL 129+5/-144A L. tCENSF•., ND. 77945 O . STATE: OF I," DJJ.TKChlll PE 4fi16COUNTYROADI. lE 77945 ( E 11 10FTPillPEIt]86E PROFESSONAL ENGIRM 'S SEAL PROVIDED ONLY FOR t4RIFlGD0: 1 DF VJMOLDAD CWSMJCTON DEEMS. P4 CHANGES TO GENERAL FORMAT AND CHANGED fE DOOR_ UT FASTENER TYPE AT END CAPS AMC STAMPED NUMBER. 18 GA OPERATOR STILE FACTORY G0. T3/8/Ofi ADHERED TO CENTER OF TOP SECTION— ECTIONP5ADDED SUPERIMPOSED GA ENO CAP ' DESIGN PRESSURE LOADS NARROWII2 DOOR n107H5. MRB 5/ 10/05 JP. ADDED IMPACT RESISTANCE To DOOR. ADDED MODEL fi100. I MOIXFlED NOTE 8 TO 6/6/ 07 ADDED IMPACT ISTANL GLAZING. IEO TEXAS UCENSE MEN TO TITLE BLOCK. TONGED LOUVER NOTE REASED MAX HEIGHT W-9'. ADDED HIGH AND ROOF PITCH P9 UPDATED TITLE GRT 8/ 20/10 P10 ER31526 ADDED 9905, AND Wff.;- (5) CENTER HINGES PER JOINT BACKER NOTES REQUIRED ON DOOR WIDTHS GREATER THAN ESC 5/23/2017 12'-C", ( 3) CENTER HINOES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO iT-0'. JAMB BRACKET SCHEDULE DOOR HEIGHT TRACKE TERUNtOF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK ( ALL DIMENSIONS * 2') T-O' Tm 01), 25-1/2" (J), 34" (JB), 45-1/4" 7'-O' T JB), lo' (JB). 21-3/4" (JB), 29-3/4' (JR), 42' (JB), 63-1/4"B''I JB , 13' Ql), 23 JB , 34 (JB , 47-1 4' OI), 58" JB), 07" (CI), 75" JB JB, 10" ( JB). 21-3/4' (US), 29-31 . (UB, 45' (JB). 57-•1/4" (M), 56' (,S), 75-1/2" (JB) 8-O'/ HICH LIFT/ft00F PITGH SEE NOTE BFLOW FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACKED TO TRACK WIN 1/4-20x9/16" TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WTH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN S' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. Wayne n STATICPRESSURE RATINGS APPROVED SIZES SE iJy I DESIGN (PSF): +25.90%28.60 MAX WIDTH: TEST (PSF): + 38.85 -43.20 MAX HEIGHT: 8•-9" DF T. Dalton.. IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECUON HEIGHT: 21 ICF GARAGE DOORS MODELS 5120/ 9100/9505 O DIVISIONOF 3396 DDISONADDOOR CORP PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0230 850) 474- 9590 N.T. S. SHEET 1 OF 2 DRAWNG PART NO. REV. 318960 P10 13 GA ADAJSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (a) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WTH (2) 1/4-14x5/6' EACH END WATH (2) 1/4-14x7/8' CRIMPTITE SCREWS SELF DRILLING CRI IAPTITE SCREWS FOR STANDARD TRACK AND (3) 0 1/4-14x7/8' SELF DRILLING LRIMPifTE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). IOW HEADROOM TRACK 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB W1714 PATH (2) 1/4-14x5/8' CWM'TITE SCREWS. USE MEVANU HCLE IN SLIDE TO ENSURE THE (8) PRE -PUNCHED HOLES EACH END FACNG UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WTH (2) 1/h14x7/8' SELF DRILLING CRIMPTITE S 15 CA HINGE ATTACHED EXCEPTION' U-BAR PLACED OVER TOP WITH (4) i/4-14.3/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF 8E ATTACHED mRU END CAP AT EACH WHICH ARE FACTORY ATTACHED) END WATH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR MOTEL DUE TO CLEARANCES REWIRED TO 2' NYLON STOIRMOAND INSTALL SCREWS AT THE ENDS OF THE ROLLER 'NTH - U-BARS; ALL U-BARS SHALL BE 4-1/2' STEM qIL g INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SLICES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL Rig AND ATTACH WITH (5) 1/4-ZOX5/8' CRWPTITE SCREWS (2 OF WTH (2} 1/4-20K5/8' NHILH ARE FACTORYCHICH CRIMPTITE SCREWS RU PRE -PUNCHED HOLES AT ATTACHED, L EACH INTERMEDIATE HNGE AREFlFLO ED INTO LOCATION0 THRV FLANGE TOPLEAF.OF WHICH IS TALLED OF U-BAR ANOBOTTOMHINGE LEAFAND1THRUTHRU PRED HOLE `, ,. WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED 3) 1/4-14X5/8' PLACE U-BAR OVER INTEGRAL RIB WTH CRDIPTITE SCREWS NOTCH DOWN 70 CLEAR BOTTOM BRACKET AND ATTACH THOU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESLSTpNCE, SHOWN ANDUSE (1) 1/4-14x7/8' SELF BBTTON BRACKET MUST BE DRILLING CRIMPTTE SCREW ACROSS THE SCREWED TO T., BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH 2) 1/4-14x7/0' SELF DETAIL D EACH PRE -PUNCHED HOLE AT EVERY HINGE LOCATION. USE (1) 1/4-20x5/8' DRILLING CRIMPTITE SCREWS. SEE IMPACT BOTTOM BRACKET DETAIL THIS SHEET. CRIMPTITE SCRLY1 AT ALL. OTHER PRE - PUNCHED HOLE LOCATIONS. DETAIL A USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED 1Nm 4) 1/4-14x7/8" SELF RILLING CWMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-SAR) ' DEBT LG StC) REW4-14.7/8' SELF DRILLING ATCENTERCRIMPTITELINEOFDOORTHRUJ- STRUT & OPERATOR BRACKET. NRTEL J-STRUT & SCREW ONLY REQUIRED ON IMPACT GLAZED SECRCNS. SEE NOTE litIll— BACKED 3 4 MIN STAINLESS 5CxWTHSTAINLESSRUBBER WASHERS 3- 1/2' O.C. MAX t/ d' BEAD CE p,,•'I,)GENSF''.;j N0. 77345 ULTRACLAZE SSG4000ACL_ STRUCTURAL SEALANTOREQllIVALENT C) STATE OF (V FACER STEEL •AL O AttE J KpRN191, PE 4576 COIINT7 ROAD I60 MOUNT HOPE. OR" FL PE 77945 TX PE 117666 PROFESSIONAL US LEI SEAL PRONDW ONLY FOR VOLITCADON dF W OA0 C TRUCRON OETARS NON— STRUCTURAL DECORATIVE INNER WINDOW TRIM DETAIL E ATTACH BOTTOM BRACKET To BorrON U-BAR YAm (z) 1/ 4-14x7/8' SELF DRIWNG CRIMPTTE SCREWS MPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3% 18 CA, 80 KSI -BARS LOCATED OVER INTEGRAL RIGS AS 4) SECTION DOORS WITH ( 5) 3'. 18 CA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS J- 8AR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-1495/8' CRIMPTITE4- 14 7SELFDRILLINGIHDZ PTIT6 SCREWS AT EACRMEDIATE HINGE LOCATION, 2JHEND1/% CAP ( EXCEPT BOTHU-BARS ON BOTTOM SECTION - SEE DETAIL ISAND D THIS SHEET), (2) i/4-14x6/8' CRIMPTTE SCREWS APPROXIMATELY MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND ( T) 1/4-14W5/8' CRIMPTTE SCREW APPROXIMATELY S' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHNG EACH U-BAR EXCEPT BOTH U-BARS ON OOTTOM SECTCH SHALL HAVE A TOTAL OF (lit)SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (18 SCREWS ATTACHING EACH U-BAR EXCEPT 801H U-BARS ON OTTOM SECTCN STRUCTURAL DECORATIVE `'HALL HAVE A TOTAL OF (14) SCREWS EACH, L WINDOW TRIM 2" WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES 04 THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER POLYCARBONATE SLIDES AND THE ) RE -PUNCHED HOLES IN THE BOTTOM OF EA44 END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL RE ATTACHED TO THE DOOR WITH 1/4-14K5/6" CRIMPTITE SCREWS. 3. 18 GA U- BARS SHALL BE STAMPED "46' APPROXIMATELY 8' FROM EACH END. Wayne Dalton_ GARAGE DOORS DIMSICH OF OVERHEAD DOOR CO 3395 ADDISON DRIVE PENSACOLA RORIOA 325" CHANCES TO GENERAL MAT AND CHANGED 3AR FASTENER TYP£ ENO CAPS AND TOM RETAINER. INOED CENTER HINGE IGE AND ADDED VER OPTION. INGEO STRUT ITIR CATION MEINOD M COLORED PAINT TO JAPED NUMBER 3/8/ Co ADDED SUPERIMPCSED ION PRESSURE LOADS SUPPORTING UCTURE AND RIFIED NUMBEROFTUNERS AND CENTER S R6QUI REO FOR IROWER DOOR W1DINS. 1 5/10/06 ADDED IMPACT DISTANCE TO DOOR" SEE, MODEL 6100. SIRED NOTE B TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/ 6/07 1400IFEDJAMB1OKET SCHEDULE FOR OPTION. ADDEO LHR CK DETAIL SHEET 2. 1/17/08 ADDED IMPACT ASTANT GLAZING. IED TEXAS LICENSE LOSER TO TITLE BLOCK. INOED LOUVER N07E. REASFD MAX HEIGHT 8'- 9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/ 08 UPDATED TITLE BLOCK 8/ 26/10 ER31526 IED 2605. AND KER NOTES 5/23/ 2017 MODELS 5120/9100/9605 SHEET 2 OF 2 DRAWNG PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 3189 )0 P10 13 GA MIN CONTINUOS WALL ANG SPLICE PLATE LOCATION o SEE SCHEDULE 11 GA MIN 14° CLIP SEE SCHEDULE MAX 13 MIN NUOUSCONTINUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS- MAX SEE CLIP DETAIL 11 GA MIN CLIP SEE SCHEDULE- 12' MAX MAX LIP LOCATIONS RSW 0 28" SEE SCHEDULE 2 12" MAX TRACK 13 GA MIN CONTINUOUS WALL ANGLE - CLIPS TO BE EITHER RIVETED, BOLTED, OR / WELDED. SEE DETAILS PIE J ''1 THIS PAGE. kO i Q LlCE1y i NO.77945 cfy O; ,c<A-rcOF 7%, s oNgL• OWAYNE .L KORPE / j ij ! ! f 1 1 l 1 1 \ 6576 COUNTY ROADOAD +60 MOUNT NODE. FL PE 77943 TX PE 11 117668PROFESSIONAL ENGINEER'S SEAL PRONDEO ONLY FOR VERIFICATON OF HINOLOAD CONSTRUCTION DETAILS V TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'- 0" 46.0 PSF/-52.0 PSF 16'- 0" 46.0 PSF -52.0 PSF 18'- 0" 46.0 PSF/-52.0 PSF Wayne Walton. E ®®@fta DRIVE TRACK SUPPLEMENT CHART NSA LA,ADDFLORIDA PENSACOLA, FL32514850) 474-9690 R EVISI DNS INCH K-CUPS- TEXASANGLE12 FOOT JED 5/11/ 03 IP ATED FORMAT. EASED ALLOWABLE SURES TO 00/- 52.00 PSF FOR DOOR WIDTHS. 4GED ' TEXAS WALL E` TO "CONTINUOUS ANGLE". ADDED IRATE MOUNTING L. CHANGED TO HANGED FORMAT, 0 MODELS 9800 8024 WITH OVERLAY RACK CLIP DULE. a/2V 7 IPOATEO MODELS D 1N CHARTS. JED SPLICE & CLIP UPDATE MOUNTING AIL DRAWINGS. 10/ 05/07 UPDATED CHARTS TO IINATE THE USE OF 8 CUP (REPLACED i p'9 ACROSS THE RD). 10/24/ 07 UPDATED STEEL EXPANDED 1-1/ 2' TO 8- DOOR THICKNESS AT UP TO 14' HIGH. 12/11/D8 UPDATED TITLE CK B/2/ 10 UPDATED TITLE CK. REMOVED CHART. 11/15/13 UPDATED TITLE CK. 5/15/ 17SHEET 1 OF 2 DRAWING PART NO. REV. 307494 Pil 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/ T WALL ANGLE LAG SCREW O EQUIVALENT I MIN 2 x 6 NO TRACK CLIP SPF (G=0.42) BETTER AT EA 1/4-20x9/16" HOLE OR PAIR TRACK BOLT AND HOLE LOCATIONS—J 'k' 1/4-20 HEX NUT—/ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. a 4 WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDfN( d, 4 , a c < d a .d CONCRETE MOUNTING DETAIL OWAYNE .L KORNISH, PE 4576 COUNTY ROAD 160 MOUNT HOPE, OHIO FL PE 7790 T% PE 11780E PROFE540NAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION CE WINDLOAO CONSTRUCTION DETAILS. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP kph'%,. ICENS O. NO.77945 S u STATE OF ZORIC .. NAL Wayne Qi Daltom GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(6C50)A474 99A032514 L ANGLE 12 FOOT IATEP5/11/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO LOO/-52.00 PSF FOR DOOR WIDTHS. NGED "TEXAS WALL TE" TO "CONTINUOUS L ANGLE". ADDED ISTRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 - CHANGED FORMAT. IED MODELS 9800 8024 WITH OVERLAY TRACK OLIP IEDULE, 8/21/07 TEE) SPLICE k CUP UPDATE MOUNTING I AIL DRAWINGS, 10/O5/0'i I UPDATED CHARTS TO BNATE THE USE OF i 9 90ACRUP OSS THEED LRo). 10/24/oa UPDATED STEEL 1NTING OETAIL 1 04/11/OB EXPANDE01-1/2" TO f/8" OOOR THICKNESS IRT UP 10, 14' HtCH, 12/11/Da ADDED MODEL 8700_ 1ATED TITLE BLOCK j B/2/10 UPDATED TITLE ICK, REMOVED CHART. 11/15/13 UPDATEDTITLE 6/ 15/17 SHEET 2 OF 2 DRAWING PART NC. I REV. 307494 Pil Wayne Dalton - GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 BSO) 474-9890 6" MAX. i NAX11 M 5PACING Ko No. 77945 y+=_ 6' MAX. STATE OF Jc ORIDP G"Z' MINIMUM 2x6 p3 rBRACAKETR LOCKSOUTHERNPINE DWAYNE J. KORNISH, PE 4075 COUNTY ROAD 160 MOUNT HOPE OHIO FL PE 77845 Tx PE 11786E PROFESSIONAL ENDINEER'S SEAL PROVIDED ONLY FOR VERRIGTIDN OF MNDLOAD CONSTRUCTION DETAILS, P17 UPDATED TITLE BLOCKESC6/15/17 FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2z4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. L2-3/4• J 2) 3/3' StMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". MINIMUM 2500DEJ6 P57 CONCRETE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2x6 03 Z HEADER LOCK MINIMUM 2x6 !3 ¢ HEADER LOCKSOUTHERNPINEBRACKETSOUTHERNPINEBRACKETLUMBER. LUMBER e" 4" 4• 8' pp• 4) 3/8" SIMPSON TITEN HD SCREW (4) 3/8' DIA. LAG SCREWS ANCHOR WITH A 1-1/4• WASHER AND WITH 1-1/4" O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SMALL HAVE A 2- 3/4• AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4. 1-9/32• INTO THE MAIN SUPPORT MEMBER. 0 7A1 7 MINIMUM 7000 P S,QOLIT FILLED NUDETAIL 3 uCTURF NOTE' MAXIMUM DESIGN LOAD MAXIMUM ESIGN LOAD CAPACITY OF 2400 LES. CAPACITY OF 2430 LBS DRAWN 5 2a 0i 1 GRT SHEET 1 OF 2 ICHECKED1 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV_ 324620 P16 Wayne ali®n. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9880 MIN 2500 PSI CONCRETE NOSE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4" OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF REC FOR THE STRUCTURE a" a d d . 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION JAMB BRACKET I/4-20z9/16" TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT CONCRFTF MOUNTIN . D TAI tttrrrrri/ 4 tNo. 77945 gTATE OF . _- FLOR10P , DWAYNE J. KORNISH, PE u 6 COUNTY ROAD 150 MOUNT HOPE. OHIO FL PE 77945 TX PE 117BBB PROFESSIONAL ENGINEER'S SEAL PROMDED ONLY FOR Y'-AIFICATION OF MHDLOAD CONSTRUCTION DETAILS. MIN 2 z 4 SPF (G---0.42) OR BETTER WALL STUD NOTE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/I6" LAG SCREW WITH fA 1-9/32" EMBED INCENTER OF STUD (1 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1 /4-20z9/1 V TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WCtnD UDIINTIN(: OFTAII MAX 420 LBS PER LAG FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC 5/15/17 DATE DRAWING PART NO. REV. 324620 P16 1 /2/2018 Florida Building Code Online BCIS Home Log In ( User Registration Hot Topics I Submit Surcharge Stats & Facts € Publications '; FBC Staff BCIS Site Map Links I sear. d Flocda Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 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 r' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715 R3 COI COI Silverline SS 2017-06-14.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 Sections from the Code https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvvtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1 /2/2018 Florida Building Code Online 14 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,# Model, Number or Name' - Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes j Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 97 .2 eries 2 0/ 00 sing a Hung xtru ed Vinyl -Singe ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012'SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.Rdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD011 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Sac ,N, axe Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not ME 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 licem under Chapter 455, F.S., please click here . Product Approval Accepts: f W ® a Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfo1DM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OOTHE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E„ WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACX TO BE 319INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF U I NT LENGTH TO ACHIEVE 1-1121NCH MINIMUM EMBEDMENT INTO W000 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE R8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR PEN TRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. I, THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 3X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION 5HALL MAINTAIN MIN. 13/4" EDGE DISTANCE. 1. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL D. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. Ll. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH.THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/WOMA/CSA101/IS.2/A44D-08/ll 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON•HVHZ AREAS. IN HVHZ ARM, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC L2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FSC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHOR$ 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 BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. 3. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO A57M C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU•UNIT STRENGTH CONFORMS TO'ASTM C WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI, E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 47.8 MIL (0.0478" or 16 GAUGE). MIN, 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1116". MIN,1/2" EDGE DISTANCE. 8. GLASSMEETSTHEREQUIREMENTSOFASTME1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVLSION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 4 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACTRATINGWIDTHHE16HT 36' 84" O/X 35 / -35 PSF NON IMPACT 38" 66" O/X 50 / -50 PSF NON IMPACT 38' 74" O/X 50 / -50 PSF NON IMPACT 1. OM 35 / -35 PSF NON IMPACT 62' O/X 50 / -50 PSF NON IMPACT 72" O/X 35 / -35 PSF NON IMPACTj84" O/X 20/-20 PSF NON IMPACT 72" O/X 25 / -25 PSF NON IMPACT 83.75" 0/X (ORIEL) 35 / -35 PSF NON IMPACT 96" O/X (ORIEL) ZO / -20 PSF NON IMPACT 72 62" O/X-O/X 35 / -35 PSF NON IMPACT 7Z" 84" O/X.O/X 35 / -35 PSF NON IMPACT 76" 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76" 771 O/X•O/X 25 / -25 PSF NON IMPACT 80" 74. O/X•O/X 35 / -35 P5F NON IMPACT 96" 74" O/X-O/X 30 / -30 PSF NON IMPACT 108" 62" O/X-O/X-O/X 50 / -50 PSF NON IMPACT IDB' 72" O/X-O/X-O/X 50/-50 PSF NON IMPACT 308' 84" O/X-O/X-O/X 1 •25 / -25 PSF NON IMPACT Silverline 1Andersen ONE SILVEALSNE DAIYF NOFTH BPVNSW[CK NI P4Y0: ow [r":1 u",a000 LLl T W m V) m z oa 3 __ uz o v I NIJIM iy sgrwd by H-s F. Nororo. P.E. 5 W D 0.0 2 fl;o:201;06.1516 ',"040 °" FL#: FL19715 SHEET: I OF 6 MAX. FRAN HEIGHT 9e MAX. FRS HEIGHT MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 RATINGS. SINGLE UNIT CONFIGURATIONS MAX FRAN HEIGHT 9t MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108" QUALIFIED CONFIGURATIONS < s ARCHTOP CONFIGURATIONS FOR ALL 29024902 RATINGS, TWIN UNIT CONFIGURATIONS 5 4 MAX FRAME HEIGHT 84" I ON 5 ELEVATION TRIPLE SINGLE HUNG WINDOW Silver Line L-Andersen i ONE S VNS L CK, NZ 00NORTHURVNSWICK, NI08M PH: (7e:) 05,wo go O T QN Z E ]L tL F p J = z U Z O p U DWG #I SW0002 SHEET: 2 OF 6 2" MAX. FROM CORNERS 11" MAX. O.C. 11" MAX, O.C. 2" MAX. FROM CORNERS 5 1 NOTE'. -•63-uNCISA1DV5011 SMALL BC ANOIOBED MAX 6' o c AT MEAD, JAMB. AND 5P-L ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 2" MAX. FROM I 4 1/2" MAX CORNERS O.C, 4 1/2" O 2" MAX. FROM I I`_ 4 1/2" MAX. -- CORNERS O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 6" MAX. FROM 20" MAX. CORNERS I I O.C_ 6" MAX. FROMCORNERS 20" MAX. O.C. L 6" MAX. FROM jCORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ 1" MAX. FROM 6" MAX. CORNERS II` "-'-I I O.C. i 6" MAX. O.C. I 1"'MAX. FROM CORNERS 6" MAX, FROM I I— L_ _ 12 3/4" MAX. CORNERS MAX C. 16 1/ r-, I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN- TRIPLE SINGLE HUNG WINDOW 12" MAX. O.L. 6" MAX. ANCHOR STRAP 6" MAX. } FROM FROM -I CORNERS P/N 50-2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line LI)Ande,rsen w1l 00w6. '- ANC SILVERLINE DRIVE Noun. Bu Nswiuc,w on.Dz 7 v al- N wID o< zm` a z h < m hl C < a Z J mot N Z3 v Of x v a o TGI WJ Z O V O 7 C co 0 Wul ss JJ I *I1111L V, R uJ a u m o a M S v Z 0 o v DWG tx: SW0002 SHEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW 77 INSTALLATION ANCHOR EXTERIOR FINISH I BY OTHERS O.A. UNIT HEIGHT i O.A. UNIT HEIGHT 1 1/2" MIN. EMBEDMENT a PERIMETER / F \ SEALANT 1 BY OTHERS I / EXTERIOR \ / INTERIOR SEE GLAZING DETAIL. SHEET 6 g1 VERTICAL SECTION Q J HEAD - ZX WOOD BUCK NAIL FIN SEE GLAZING DETAIL, GLAZING EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH_ 8Y OTHERS 8 WOOD SCREW INSTALLATION ANCHOR WOOD BUCK BY OTHERS SEE SHEET FOR - CONNECTION DETAILS CAULK BETWEEN INCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 3/8" MIN. EDGE DIST. 1/4" MAX. SHIM MAX, SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING DETAIL SHEET 6, INTERIOR EXTERIOR O.A. UNIT WIDTH MIN. 3/6" EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 8 GA. 5 SELF-TAPPINGSCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 TNSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS HORIZONTAL SECTION t 1/ 4" MAX. v JAMB - METAL STUD SHIM SPACE NAIL FIN 3/ 8" MIN. J EDGE DIST. a CONCRETE/MASONRY BY OTHERS 1 1/2` MIN. EMBEDMENT q VERTICAL SECTION SILL - zxWOOD BUCK NAIL FIN Silver Line L!iiTl( l'(SL'1'1 44'AS• DORRS ONE Rq/ lNf 0—C xm a . NWXCK W Ne ? vn: p527 u1 4000 li w O z n d Z 3 7, O tl 00 a u z zQ r a<m W Vm Q = < m w a w Iwo I I IT m co T jS v Z a o DWG #: SWD002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY ' BY OTHERS EXTERIOR FINISH PERIMETER SEALANT BY OTHERS / 1 O.A. EXTERIOR Q / UNIT / HEIGHT SEE GLAZING DETAIL, SHEET 6 314" MIN, EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX. CONNECTION DETAILS SHIM SPACE i ° ' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 11/2" MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR SHIM SPACE INTERIOR VERTICAL SECTION J MEAD-2X WOODBUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6, TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. PERIMETER SEALANT BY OTHERS 1/4" MAX, SHZM SPACE EXTERIOR FINISH BY OTHERS a MIN. EMBEDMENT PRECAST SILL BY OTHERS a 3/16" ITW TAPCON INSTALLATION ANCHOR 1 3/4' MIN+ ° EDGE DISTANCE VERTICAL SECTION ll S SILL-CONCRETE/MASONRY THROUGH FRAME MIN.3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2"EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION S )AM$ -METAL TUBE/STUD OR APPROVED MULLION - THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO -4 4,0000FRAME, HOLES PROVIDED 2.0000--2.0000TOACCOMODATE #14 DIA. 0.500 0.0620 0.5000 ) 4.0020 2.3750 Q 07500(2)—3.0000(2)— 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE, C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2" EMBEDMENT, MIN. I" EDGE DISTANCE. Silver Line I,Anc[LiSe 1 ncc ONE aYEMNE naive M_T..rvm ".w CM2 vH: rysv> a s.too0 V m m M N % (1 V -- oo W y w Z'm < w q 5. p-rw m v C° Z Q m o Z a w rn ^ a 71011 0 0 = S u z o I v I h DWG #: SWD002 SHEET: 5 OF 6 INTERIOR OI Q INTERIOR ko SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION (a HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING 532E/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 P5F 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (OIX-OIX), DESIGN PRESSURE +/- 35 PSF 76 X 72, (O/X-OIX), DESIGN PRESSURE +/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 P5F 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF II "- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FSC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8" O.A. I.G. GLASS EXTERIOR / / \ \ INTERIOR 0 MIN. GLASS 1 p 1ITE 1/2" 1/8" SETTING BLOCK GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 35 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON AN4FT6114 4" FROM CO 16" MAX. O.C. THERE2WOOD BUCK OF SUFFICIENT TH TO FULLY SUPPORT NDOW FRAME. OTHERS 11/ 4" MIN.EMBEDMENT11/ 2" MIN. EDGE DISTANCE 2" MIN. EDGE \ DISTANCE I ` CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silverbne bv ndersen ONE SILVEN INE OAIVE WP- YPUNiWIC%. NJ Dtl'A2 w T 0 m nJOH N J r e m 2m a Z a E s o o Vf- * er-1-W u2 rrnfrill" x T T po: r—r z S v2 1DWG #: 5 W b002 SHEET: ` OF 6 i BUILDING DROPS art A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of 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 61h Edition Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: Series 290014900 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: tlertnes F. Norero, .P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' TF, cr' 411 G tONAL Hermes"oll M, P.E. Florida No. 73778 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1d 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 6th 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 6th 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 6th 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: 0 Certificate of Authorization: 29578 Report Noo:: 44875 75Quality 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 3/05/2015 E5611. 01-109-47 3/03/2015 E5612. 01-109-47 5/07/2015 E7244. 01-109-47 6/16/2015 E7250. 01-109-47 6/16/2015 E9219. 01-109-47 10/21/2015 E9220. 01-109-47 10/21/2015 E9223. 01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS e A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas 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 vpood 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. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4 1 /2/2018 Florida Building Code Online BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links I Sear. dr10, 1da Product Approval i P r .' USER: Public Userp Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # FL12194-R6 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf 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 a https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrwmooed2jQ%3d%3d 1/2 1 /2/2018 Date Submitted A 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 Name 12194.1 Alumunum Coils Aluminum Soffit 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. BaCI i Description Aluminum soffit panels Installation Instructions FL12194 R6_II ALC15001 _3 2017 FBC,.. Evaluation_ Report Q4 T Soffits final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6_AE ALC15001.3 2017 FBC Evaluation Reoort 0 Soffits final.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen< under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrvvmooed2jQ%3d%3d 2/2 Certificate of Authorization No. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203-2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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. 011 CREEK TECHNICAL SERVICES, L-L-C PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels 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. 16" FULL VENT 16" CENTER VENT R EY II Ill77 9 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 2panels 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. 12" FULL VENT 12" CENTER VENT 12" SOLID PANEL 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, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0-v `Y . R. No 74021 0: STATE OF :4U e, CRt CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) 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, L.L.0 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when usingthe 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 LwITATIONs 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 4_< 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location - Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location l 1 ALC15001. 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lF Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhangwith F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 12F-1 Max. 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch 0 dia. x min. 3/16- inch head dia. trim nail 40.0 24-inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch O.C. 0.072-inch dia, x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 11 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 i2J- i Max. vVood staples in diamondond 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 nch 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 16F-3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. o.c. 3/16-inch head dia. trim nail 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 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. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 10and sec 1- inch leg staple spaced inch o. c. each panel -inch finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J- 1L16MaxchWood 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKt., TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch nch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) 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 nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided 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 x 1 ,, y,. TECHNICAL SERVICES. L,L C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inchF_ 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 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. i ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 inch x 7d ring shank leg staple spacedNominal1x2 nail straight -nailed 12-inch o.c. No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /_ One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 nch 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced in x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. 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 inch x 7d ring shank the nailer of eachNominal1x2 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- 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. nailed on either side inch x 0.072-inch 24-inch o.c. 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. ALC 15001.3 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. INSTALLATION Note - Refer to the APPROVED ,SYSTEMS section of this report for additional installation details of a selected system and System No 12F-1 & 12F-3 Installation Detail gad Ii u.., o-r cir tt:. ly;" enc;a<em nt{`or wood e. i.ibstra ai miri. R.Ci97" dia. ':L'-nail sL s*ub nail Wiml.=CST 1 .12CC Lc, G. S,1L,S :.r a f- :-( 3 .d Is 11.L.ad above . ASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B pressures limitations. 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 System No. I Installation Detail 3/4' X 1/4' -'-, CROWN STAPLES USING A DIAMOND PATTERN 12F-2 F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALC 15001.3 ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3/9' BETWEEN SOFFIT STAPLE STAPLES DIAMOND PATTERN Q ETAI Lj _3/W BETWEEN/ STAPLES FACIA BOARD r ------- n ASCIA CAP 3/4' X 1/4" CROWN 1-3/4- TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL STAPLE "8" ON CENTER PAINTED S.S. PAINTED S.S. 48" —FASCIA CAP O.C. 3/4- X 1/4- CROWN STAPLE SOFFIT—ftlax- 12-inch spal-I SOFFIT SOFFIT & FASCIA DETAI FL1 2194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i V CREEK TECHNICAL SERVICES. L.LC System No. I Installation Detail OPEN RAFTER 3/4` X 1/4" CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN 112J-1 ALUMINUM COILS, INC Soffits Appendix B 3/0' PETVEEn SOFFIT STAPLESTAPLES DIAMOND PATTERN FACIA BOARD 1` BETYEEN/! IDETAIL1-1. 81STAPLES / FASCIA CAP u— 3/4" X 1 /4" CROWN J—CHANNEL 1 —3/4" TRIM NAILJ STAPLE "8" ON CENTER screwed to -soffit PAINTED S.S. 4$" with onei'1; #S x 1/2' x 3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE ALC15001.3 SOFFIT—;nax. 12-inch span FL12194-R6 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP I3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL Paqe 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I 1 :" TRIM NAIL FASCIA BOARD PAINTED S.S. O ,,,,-FASCIA CAP SOFFIT 1"zJ" CROWN STAPLE OPEN RAFTER 1 FASCIA BOARD z 5/8" I -Nall 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL _^^-.._ 1 SOFFIT; MAX. 1E" 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. System No. I Installation Detail n. -i 5 a. rli a. nail w.i. .K min. I ,, r rya: -wocA suba rare) os- n'Ij CI. 0. 09 %" di.a. T-n:a i. .. Cr:t" SY. U. - r7ni i. d rh min. 51 R" < cricreLe oi: block evost.rat, 7 , --paced as no,' -A a iO V . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL or Bi =c:k ,n FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. S, S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 ALUMINUM COILS, INC Soffits Appendix B Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. System No. I Installation Detail 16F-4 3/4" X 1/4" --, CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/0' BETWEEN SOFFIT STAPLE OPEN RAFTER STAPLES DIAMOND _PATTERN 3/8' KTVEEN/ DETAIL STAPLES FACIA BOARD CAP 3/4' X 1/4' CROWN 1-3/4" TRIM NAIL FACIA BOARD 1-3/4" TRIM NAIL STAPLE "8' ON CENTER PAINTED S.S. PAINTED S.S. 48' --FASCIA CAP 4 D.C. 3/4' X 1/4' CROWN STAPLE SOFFIT- nIax - 16, - inch span SOFFIT 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. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL fASCIA BOARD PAINTED 5,5. FASCIA CAP SOFFIT V'xj" CROWN STAPLE OPEN RAFTER i FASCIA BOARD I" x}" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT &FASCIA 3„ DETAIL i3 F" CHANNEL SOFFIT; MAX. 16" SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKmo TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B t// 3/ s ', .SOFFIT STAPLE. DIAMOND PATTERN JFACIA80ARD E/S' BETWEEN/ DETAIL STAPLES / FASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48" FASCIA CAP Q.C. 3/4" X 1/4" CROWN STAPLE WOOD OR BLOCK SUBSTRATE SOFFIT —max. 16-inch spar: SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKLL„ I' TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t"" CROWN E""ff -- 1 }" TRIM NAIL FASCIA BOARD PAINTED SS, iI FASCIA CAP STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE w \ 1`zJ' CROWN STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL BOARD PAINTED SS.%FASCIA SOFFIT & FASCIA DETAIL 24F- 1 & I 24F- 4 1"xyl" CROWN STAPLE .-- FASCIA CAP; REFER SOFFIT & FASCIA Nominal 1"x2" SYP 3 6 F- CHANNEL Batten Anchored to SOFFIT; MAX. 24" Ratters with one Td Ring Shank Nail at w00D SUBSTRATE every Ratter I / 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. SERVICES, CREEK TECHNICAL ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM NAIL FASCIA BOARD PAINTED S.S. ' 1" SMOOTH SHANK — _ I FASCI0. CAP ROOF NAILS SOFFIT O CROWN STAPLE iI I 1" TRIM NAIL`S-., PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 t"z}" CROWN STAPLE FASCIA CAP; REFER SDFAT d FASCIA DETAIL Nominal t" x2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. x4 CREEK Iw T, TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J? TRIM NAIL FASCIA BOARD PAINTED S.S. 14 GA i" 1-NAILS { ",. _ ! FASCIA CAP y SOFFIT P'.i" CROWN STAPLE 1 P" TRIM NAIL PAINTED S.,S.S. /- FASCIA BOARD SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 I 1 CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL Nom'mat 1"z2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail 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 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. Lj TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM NAIL FASCIA BOARD PAINTED S.S. 1".J" CROWN A FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO CANTILEVERED P'z " CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN -- DE TAIL \ `s FASCIA BOARD SOFFIT 8 FASCIA 1 }" TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1"Xj- CROWN STAPLE 24J-2 .-----.—....---—...--_...._. FASCIA CAP: REFER — TO SOFFIT & FASCIA DETAIL Nominal 1", battens scabbed betweenn rafters and SOFFIT; MAX. 24" 1-CHANNEL securea with one (1) 70 ring shank nails rafter into thed thugh the ratter into the end W000 SUBSTRATE . 11file batten or two (2) 7d nng shank nails toe -nailed on either side of the battern at the batteftirafte!intersection \ / ems 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 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. n TECHNICAL SERVICES, L-L.0 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. VU„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 i:.TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C 4 a Design UUiridsPressure' for. Soffits " Expos6ir Building, Type Z n'e Mean HeR htf ft ; r 120 130 n 140' Basic Wntl S eed rn h°,;: 160 170 { ._ i 180 190 r 200 r, 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 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 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 4 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 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 5 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 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. L.LC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for.Soffits in Exposure C Building Zone Mean'' Roof He Basic Wind S 'eed mph) 140 E 160 17T0180190200 . 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 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 1 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 1T4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 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. ALUMINUM COILS, INC Soffits Appendix C Design`1NInd Pres`suresfor Soffits In„Exp;osur,`e[? Bulldmg Type ZoneRoof Mean Hei ht ft Basic Wind Seed m` h r k 110 120 : 130 3 140 150 160 N, 170 1.80 190 200 n 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 4 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 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 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 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 ' 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 1 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 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 5 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. RCREEKTECHNICALSERVICES. LLC 3/8" F-Channel 3/8" - 3/8" J-Channel 3/4" — 1/8" HEM 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LT W'CREEK I« TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/8„ 1!8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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" Q4 Soffit 18" BLANK 3 / 8 PROFILE IF M. ' 1) P ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 31 7/8" I 3 1/8" 1 _7/8" 112" / '\ 1/2" 13.75" BLANK 3/8" PROFILE 2. 175'REF 0.50' TYP 02:"TYP 0.125- TYP 1 ALUMINUM COILS, INC Soffits Appendix D 1/2" '\,_ 112" 1/2" 1/8" :3/8- END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLB 813) 480 3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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. u N CREEK e _ ' a TECHNICAL. SERVICES, LL_C ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,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. 16"FULL VENT f[i[$ixfi1 1 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 2panels 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 in2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12" FULL VENT 12" CENTER VENT 12' SOLID PANEL 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. 3 .., CREEK t '- `' 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ti ui urrrI w 66 E SCc• / X. No 74021 STATE OF : t OR,pP 0 N AL E11111111101 Ca. CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) 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 LiMiTAnoNS 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: ALC15001.3 a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit-4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 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 l,— Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 Max. Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- 40.0 16-inch 24-inch o.c. o.c. inch head dia. trim nail spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 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 hnel 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpalapp headdia. 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 e 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 1/4-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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-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- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 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 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- inchinchlegstaplespacedinch10 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and sec each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg head spaced 16-inch o.c. Approved Systems for 16-inch overhang with JI-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 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP 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./ 16-inch head spaced spaced 16-inch o.c. shankailhanknail 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 l eg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood l eg 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 psf) 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 nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-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 psf) 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 One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 in h 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 nails inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 g1-inch a. %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 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. ALUMINUM COILS, INC MCREEK Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3;'8" head dia. nail wish ;r.in.. engagement(for wood sut,strate) or min. 0.097" dia. T-nail or sr_ub nail with min. 5/8" angagew nt(ior concrete or blc":'c substrlt:.ei :=pawed as nctad ah"we . FASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F"CHANNEL l9ox:1 cz Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 STAPLES \`, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" x 1/4- 1 D ETAI LU3/8' CROWN STAPLES J- USING A DIAMOND _., BETWEEN J STAPLES / PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 8- i -3/4" TRIM NAIL7r-,,ANNEL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT-inax. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT 8c FASCIA DETAIL 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. s CREEK TECHNICAL SERVICES, LLC 12J-1 m No. I Installation Detail OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1 —3/4" TRIM NAILA scre..ed to soffit oPAINTED S.S. 48" rn withe(1 48 x 3/ 8 head O.C. diameter screw, 15 o.c. SOFFIT — max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 1 3/B• BETWEEN '1 SOFFIT STAPLE STAPLES 1 j DIAMOND PATTERN IDETAIL FACIA BOARD 11 3se BI 1 -"— STAPLES / ASCIA CAP 3/4" X 1 /4" CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S. S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP I SOfFIi 1-aJ- CROWN STAPLE OPEN RAFTER FASCIA BOARD A SIE" 1 N9l 16F-1 SOFFIT 8 FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA UETAIL V CHANNEL SOFFIT; MAX. 16" SPAN i 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 ri TECHNICAL SERVICES, LLC 16F-3 No. I Installation Detail Mi.n. .3/L haad di.a. nail with mi.n. III" antlagetrw:RC(ior v.00d subsi.ratej or min. 0.097" di.a. T-nai.l or stul: nail with min. 5/8" engagaoierrr.{fot concrer_e or noels 3ub.sr.rd7..e0, spaced as noted. a IiOve . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Woc,d, con e-I I FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. 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 St `, SOFFIT STAPLE 3/4" x 1/4" OPEN RAFTER EVEEN i jI, DIAMOND PATTERN j DETAILCROWNSTAPLES USING A DIAMOND are• aETVEEnr STAPLES PATTERN FACIA 80ARD FASCIA CAP 16F-4 LF" 3/4" X 1/4" CROWN STAPLE "8" ON CENTER TRIM NAIL PAINTED S.S. PAINTED FACIA BOARD 1-3/4" TRIM NAIL CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48" FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' X 1 /4" DOWN CROWN STAPLE SOFFIT- [naX. 16-inch span WOOD SOFFIT 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 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"z{" CROWN STAPLE OPEN RAFTER - FASCIA BOARD I J" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL ---.........._ .....------- FASCIA CAP; REFER / \ TO SOFFIT &FASCIA F" CHANNEL DETAIL B 3/B\ I SOFFIT; MAX. 16" SPAN 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 System No. I Installation Detail 16J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN CHANNEL + 1-3/4" TRIM NAILJ PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/0' BETWEEN SOFFIT STAPLE pTAPLES DIAMOND PATTERN I I FACIA BOARD 3i8• BETWEEN/ DETAIL STAPLES / FASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD 1"x)<" CROWN' PAINTED S.S. ' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I 1 >!' TRIM NAIL `., FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1":J" CROWN STAPLE -- FASCIA CAP; REFER / TO SOFFIT & FASCIA DETAIL / 8 Nam1"x2" SYP Batten Anchored to SOFFIT; MAX. 24" F- CHANNEL Rafters with one Id - Ring Shank Nail at every Rafter \\ 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 I }' TRIM NAIL FASCIA BOARD PAINTED S.S. I-J" SMOOTH SHANK ( FASCIA CAP ROOF NAILS SOFFIT 1 rt" CROWN STAPLE i 1 }" TRIM NAIL FASCIA BOARD PAINTED 5.5. SOFFIT FASCIA 24F-2 & DETAIL 24 F-5 I"zt" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"0" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Ratters with one 7d Ring Shank Nail at every Rafter WOOD 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. LCREEKjTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD 14 GA i" T-NAILS PAINTED S.S. I FASCIA CAP SOFFIT CROWN STAPLE i I }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I"4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"x2" SYP Bat Men Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at 1 every Rafter MASONRY-__--- ASONRY IIII ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 #" TRIM NAIL l FASCIA BOARD 1•'x#" CROWN PAINTED S.S. FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED RAFTER I- CROWN STAPLE DIAMOND PATTERN i DETAIL FASCIA BOARD SOFFIT & FASCIA TRIM NAIL PAINTED S.S. DETAIL 24J-1 & t"x#" CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT b FASCIA DETAIL Nominal t" x 2" SVP battens 8 scabbed between rafters and SOFFIT; MAX. 24" 3/8'' 7-CHANNEL secured with one (1) 7d ring f ( shank nal siraight-nailed through the ratter Into the end WOOD SUBSTRATE of the batten or two (2) 7d ring shank nails toe -nailed on either side of the batten at the batierwaher 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 x TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V.1t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. L CREEK w TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type`- Zone Mean Roof Height ft Basic Wind Speed mph) 120. 130 =. 140 150 160 170 180 190 200 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 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 1 -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 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 4 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 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 A1-C15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design'Wind Pressuresfor.,Soffits in Ezposure'G Buildrng TYpe. s Zone Mean Roof Basic Wind Speed mph) 120'" ` 130 140 150 160' ,170 180 M , 190 200.`" 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 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 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. lz CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 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 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50A 57.0 64.4 72.2 80.4 89.1 Loads) 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 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26;7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 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 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 26.7 30.6 1 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 31.6 1 35.9 1 40.5 1 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel T- 3/81' S- 3/8" J-Channel 3/4" 1/8" HEM 3/4" 3/8" ic,n MFTolr VIEW ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rCREEK TECHNICAL SERVICES, LLC Fascia S 3/4" 7/8„ 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. k CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0.2- TYP a 12s n1a 18' BLANK 3 / 8 PROFILE 2.17"REF o.54 TYP o oo a a000 oaoa a 000 a oa 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 1 3 1/81, ALUMINUM COILS, INC Soffits Appendix D 112" 1/2" 1/2" 1/2" 1/2" 1 L3/1 0,25' TVP 6. 12- TYP 2, i 75'REP 0s311rp ENO 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. t 1 /2/2018 Florida Building Code Online BCIS Home Log In 1 User Registration i Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Sear, 10 ida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner 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 s Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%2OBuilding%2OCode%200nline.htmi TYA 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 Summary of.Products' 5444.1 ( CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles 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-R12.1)df Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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(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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen under Chapter 455, F.S., please click here . Product Approval Accepts: IIIS7 1®1r Credit Card Safe t file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 r y x TRINIERD I EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444- R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6ch 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 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity[ ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: AN Robert J.M. Nieminen, P.E. r-= Florida Registration No. 59166, Florida DCAANE1983 dir ne t n riys s The facsimile seal appearing was authorized by Robert Nieminen, P. E. on 09/05/2017. 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. J TRINITY IIERD 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 6th Edition (2017) Florida Building Code and 6" 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. 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 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 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 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION ( 2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651- 5847 Revision 13: 09/05/2017 Page 2 of 12 4 R,v1 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'-, XTT"° 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont', Belmont' IR, Carriage House Shangle', Grand Manor Shangle', Landmark TM, Landmark TM IR, Landmark TM Pro, Landmark'"" Premium, LandmarkTm TL, Landmark TM Solaris and Landmark'"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake TM, Presidential Shaker IR, Presidential Shake TLT' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTM, Highland Slater"° and Highland Slate TM 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 TM, Shadow Ridge—, Cedar CrestT"', Cedar CrestTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V„It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt 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 Vasd = 150 mph (V It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.S All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611520-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 MOW, XTTm 25. XTT" 30, XTT"" 30 IR,. LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement* for every full i—(305 rrun)--f —(305 mm)— -(305 mm)-- shingle (Figure 11-4). Asphalt roofing cement meeting ASTyt D4586 C1 ' (25 mm) Sealant 1" (25 mm) -{ Type II is suggested. fir--- 1- -- 5 5/a" (145 mm) — — 5 r11"loi Norwood _ — — — _ — — — Is 4Cemeh't METRIC " 13Va" 13Va" .`J_Rootin 25 mm) Sealant 1"(25 mm)-{ Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. 6 n ,. Figure 11-4: Use four nags and sxx spots of asphalt Cement on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Figure Il -3. Use four nails for everyfiill shtng[e. 1 6.4.1 Hip & Ridge for CT20TM, XTTm 25, XTTm 30, XTT" 30 IR: Cut Shingles I I+ mm} Remove —" 25 mm MeS 5„,`„{305`m}—— ( 125 mnal-4 12" — Cap 305mm) Shingle s a shorn 1q5 cncRi good P\anal Figure 11-24: Cut tabs, tdhdiriri trhn bark to rake cap shingles EnglishounL` 12 \oC Now Figure 11-25: Installation of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJT1 " adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 iITRINITYi ER® 6.5 ARCADIAT°"' LOW AND STANDARD SLOPE STEEP SLOPE Use SLX nails for evert' full shingle located as shown beloiv. Use SIX nails and FOUR spots of asphalt rooting cement for every full shingle as shomi below. Apply asphalt roofing cement 1"(25 corn) from edge of shingle. Asphalt roofing cement meeting AS1:N D 4586 11,pc It is suggested. m:ai t' i25 mmIhailLirt Gail Nail lire --1' i25 mmt t' i25 mm) -- I Figure 2: Use sir nails for everyfull shingle. Pigure3: Use six uaiLsaneffour spots gfaspLalt rocrdug cement on steep slopes. 6. 5.1 Hip & Ridge for Arcadia'": Cedar CreStTM, Cedar CrestTm IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic' NPJTM" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % 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. 12' I_ { p03 mm) I.e_(3p5 rnm) f _ E P-sure 1 Hand- seal[ng adhesive 4" 3/ 4" — Irf-- 9" Dab of asphalt cement between shingle layers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAathorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 TRINITY; ERo 6.6 BELMONTO OR BELMONT" IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21.12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement I" (25mm) from edge of shingle. OF0.040,111011 o .W6iml nail is ;zquim,. See below. Asphalt roofing cement meeting FI AST9bl D45$"o Type tl is suggested. fY,'K nnl I R 7 €eTf3_nml to; Ics f-•— 1i 25m m% 1' (25 rrsr — l Loi, B i9 1' ( 25 nrrRouting Ccmenl 6.6. 1 Hip & Ridge for Belmont® or Belmont® IR: 6.6. 1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar Crest'' IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6. 1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17- 18: Sbangle' Ridge. t Remove tape Exposure fromthe right side 1 • ; 81 and fasten SECOND Fasten the . left side 85l$ / RIGHT FIRST LEFT Figure 17- 19: Installation of SbungleO Ridge sbingles on hips and ridges. 6.6. 1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 TRINITY! ERD 6.7 CARRIAGE HOUSE"SHANGLE® AND GRAND MANOR SHANGLE®: o LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for every full Shangle. 1„ IVA 25 mm) (25 mm) f 518" 16 mm) (220 mm) km Figure 17-4: Use fire naiG for ec err full Grand.lianor Shangle, Carriage House .Sbangle, or rxittenniat Stile. full Grand.itanor Shangle. Use five nails and three spots of asphalt roofing cement for every fill Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement I" (25 aim) from edge of shingle Figure 17,5). Asphalt roofing cement meeting A.STSI D4586 Type 11 is suggested. 1 25 mm) I 1" 25 mm) 1 1l2" 38 mm) ar Im I 1.. 25 mm) a 5/8- 220 mm) l ,, oe 17-5: IVben installing Grand rtlanor Sbangtev on steep slopes, use serer waits awl tbree spots ofaspbalt roofing ceunenL 6.7.1 Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 TM TM ;' TM- TM TM TMLAN[MARK LANDMARK 111, LANDMARK ,-PRO,"LANDMARK PREMIUM,'LANDMARK „TL, LANDMARK SOLARIS, 'LAN DMARKT,'" SOL.ARIS IR,'NORTHGATE LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" 1--(305 mm)-- —(375 mm)---(305 mm)--1 Relea eiapes I"(25 mm)—"'I 1 t. NailableT . Area LANDMARK TL NorthGate: 131X 13" 131/2" 343 mm)—r---(330 mm)---(343 mm)--{ 1' (25 mm) 1" (25 mm)— Figure 13-4: Use four mails for ereq full sbingle. WIDE WAILING AREA 12` I-.- (305 mm) (375 mm) (305 min) +I 1 1' (25 mini ttaifngrdis UPPer nal Ene I.waer nail tie I" (2i mm) . Nailling areas for low and standard slopes (from 2:12 to 21:12) Nat belwean upper & borer tries as stovn above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four Spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt rooCng cement should meet ASTM D4586 Hype If. Apply t" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" 14-/4" —12" 305 mm) (375 mm) (305 mm) IF(25 mmmm1 ) Release Tape a' 1"( 25 mm)--' -- Nail Area 1 For steep 25 mm) 1•---- 7 (25 mm. Rooting Cement STEEP SLOPE NAILING AREA i TRINITY ERD LANDMARK TL 13t12" IT' •1• 11112` 343 mm) (330 mm) (343 mm) 1 "( 25 mrn 1 "(25 mm)-*-J I I 25mm)'---- Roofing Cement Figure 13-5: Use six nails and four spots of asphalt roofing cement on steep slrtm. NorthGate: 12" 14-3/4" 12" r- 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and " StornrNailing" Nail between lower 2 nail lines as shovm above. 6. 8.1 Hip & Ridge for LandmarkT", LandmarkTM IR, Landmark`"' Pro, Landmark"' Premium, LandmarkT"" TL, LandmarkT" Solaris, Landmark' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow RidgeT" or NothGate Accessory 12" I 97/8" 305mm) ( 250mm) 415i16" - 1, 415/iG' 6" 6" (125mm) i (125mm) 150mm) ( 150mm) Notch for Centering 12" R 131/4" I Smm) NotchesforAlign\ nntto 337mm) 7 the Top Edge of the Previous 180 m) LCapfor5" (125mm) Exposure L English Dimension Shadow Ridge - Exterior Research and Design, I.I.C. Certificate of Authorizotion N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5947 8" 196mm) Metric Dimension Shadow Ridge'" Evaluation Report 3532.09.05-R13 FL5444- R12 Revision 13: 09/OS/2017 Page 8 of 12 9.27,3Z 250 01M, t Centering Notch 13 ti4' 1337atm) Align these. ruches to tnp edge 0f rR''OIIS LiF4rR' :l i NorthGate Ridge RII ITi('ERD 13 1/8" 333 mm)— 6 5/8-1-*-6 5(8°- 168 mm)(168 mm) e fiCentering r Sig. 194 inn) 13 1/4' Notch 337 mm} Align these 7 5/8° notches to top (194 mm) edge of previous course. j NorthGate Accessory 12" l 305mm) Laying Notch Figure 13-20. Use ktyingnok1w to center sbingtes on trips and ridges, and to locate the correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® N131T"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestT"°, Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 9 of 12 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKETM IR, PRESIDENTIAL SHAKE TLT""', PRESIDENTIAL SOLARIST"": LOIN AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use live nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing ;: 40'. above tab cutouts malting certain tabs of overlying shingte cover nails. Guide Lines (1016 mm) 5 1/4' — 133 turn) 14 1141 t 1!2' 38 tutu) (362 mm) } I- •-- - -•- -- NOTE: Apply nails on painted guideline. Figure 166 Fastening Presidential and Presidcwtinl TL shake 1' diameter asphalt roofing cement sbingles on low and standard slopes. Firure M-7: Fastening Presidential and Presidential T/L Shake sbingies on steep slQbes. 6.9.1 Hip & Ridge for Presidential Shaker", Presidential Shaker" IR, Presidential Shake TUm, 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 Btrmingham, AL is 12" x 12"; Portland, OR produces 97/8' x 1314" accessory 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJT""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles. 6.10 HATTERAST"".: LOW, STANDARD AND STEEP SLOPE: (239j1 "^ 9.._.-9• 3 I 0 tutu) (230 tutu) I (230rtim) (23U tutu) I (230 mm) (230 tutu) (23U tutu) (230 tutu) I 1 25 mni)_- I - r-(25mm)_- -- ( 25ntm)- '..'. (240rrim) 93/8" I i I -Rooting Cement I I --I 210 mm) Fi rea• f S-i. Rra7eninQ Ilnaenu.SGirvs@s on slrttp SloFrs For steep slopes. nw five mills and eight spots of asphalt roofing Figure 15. 3' Fnsleuirrg llnlferas Sbrr{,les oil cenumt for each full nalterm shingle us shaven above, ripply t' F.ote ratdSlanitfrd Slolvs (21nut) dfanieter spun of roofing cement (,WM 0 4556 R•pe u For low and standard slopes, use five nails for each fill[ su;rsu1D under each tab corner. Press shingle into place: do not I :ments shingle as shown al>ove. expose cemew. CAUTION: Too nuich roofing cement can cause shingles to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure I5-14: 18 three-piece un its separate to make 54 Hatteras Accessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 91,-- 230 mm) I I I I I I I 1---I--- 18„ 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle r Cut Hatteras shingles to make cover cap. Rgure 15-20: w€ TRINITY11 ERD Pastier g' 13° {460 203 mm) — Sues Figure 15-21: Installation of caps along hips and 6qes. 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SL'ATET" HIGHLA 6 SLATE71IR t LOW AND STANDARD SLOPE: STEEP SLOPE: Q30 " u-) IM mn) (230mn) I 1230 m) ps n,n) (z,o,,,} MIS* 2a0rm) Miami - Dade requires SIX nails (hro nails V (25 mm) inslalbd over center afnutas sWw )- Figure 11-3: Use HIT nails, for eery Highland Slate shingle. Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Nfiami-Dade, SDI nails are required. Apply 1` diameter spots of asphaltrooling cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. Mi- H)td" ragw" SIX nvls ("x0 nails ir* Jeda ranter Moot as d—ro Figure; 11 3A: U.seb1VE nails and eigbi spots ofasp&di roofing conent under each tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 TRINITY 41 ERD 6.12 PATRIOT TM: LOW AND STANDARD SLOPE STEEP SLOPE Lice J`OUR n:dLi for every full shingle located as slio%vu below S^alant 1'(25mm) 1"(2ii 5-rjt' I I _ 5H mm) i3a mmij (i-R,) 3 rani Use rOUR iwAs aria four shots of :ispiNdt rooting cement for eac-1y full shingle :Ls shown below. Asphatil roofing cement meeting ASIAI D4586 type 11 is sugg"c(t Apply I `(25 mm) spots of asphalt roofing Cement as shown. CAL P1ON: Excessive use of roofing cement can cause shingles to blister. a+1'(25 mm) a-va' 1 I ,-Hanling CemenlJ l+- t2-(B' -off 1363' iRVd- --I t3'ai W) (4a nn) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar CreStTM, Cedar Crest'"" IR, Shadow Ridge'"" NorthGate or Shangle Ridge'"" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1312 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home 1 Log In 1 User Registration Hot Topics I Submit Surcharge i Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sean Florida 6, Product Approvald-J USER: Public User e:p.W W Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived r ; Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com k Authorized Signature Kerr! Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624 6644 Ext 2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing q Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer z. 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 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlaymen final.odf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D226 ASTM D4869 ASTM D6380 TAS 103 Equivalence of Product Standards Certified By 41 Sections from the Code Year 2015 2009 2016 2003 1995 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online ors., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Summary of Products i 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 Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: 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 12328.2 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 Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort 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 Reoort TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: 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.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: 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 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eva] Reoort TAMKO. Underlayments finaLi)dApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes' Other: See evaluation report for limits of use. Evaluation Reports" FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Underlayments final.pddfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard@ TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. 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. TAMKOO 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO 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 TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO® ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKO® 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 Saturated Organic Felt Y Y Y YZ Y N TAMKO(D No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Underlayment Y Y N N N Y TAMKO(D 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 UnderlaymentsLiTECHNICALSERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO UnderlaymentsATECHNICALSERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Q•.•\G•E VS•cP i No 74021 STATEE O F •: r • r 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. fir Certificate of Authorization No. 29824 R E E K17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLB: ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture Guard@ TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. 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. TAMKOO 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. a TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL. SERVICES, LLC TAMKOO 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) Them inim um application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture GuardO shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO 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 Shingles Roofin Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture GuardO Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt Y Y Y Yz Y N TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO UnderlaymentsATECHNICALSERVICES, 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 Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tt111111'r C) 0, E N • pR'F'' 2017.10.19 No 74021 12:15:58 04'00' 33 ' STATE OF .' 41J T •. P.• ` Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. F 1/2/2018 Florida Building Code Online L BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sean Florida 111 Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Apolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 x Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity _ Yes No N/A Rr Product Approval Method Method 1 Option A i r z, Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d°/o3d 1/3 z am Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 11/08/2017 11/12/2017 riw: W', FL * IModel, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 08/17/2021 Design Pressure: N/A Installation Instructions Other: 1. Refer to applicable building codes for required FL3792 R10 II Lomanco 135-2000 - NOA 16051025.odf ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Verified By: Miami -Dade BCCO - CER Vent shall be installed over composition shingles roofs only. 3. Created by Independent Third Party: Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports 3791E 730 Roof Louver; Limits ofe__ _ 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,F u Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 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: I Certification 08/16/2021) —_ Installation Instructions _ FL3792 R10 II Lomanco 700 Series - NOA 16051028.gdf# Verified By: Miami -Dade BGCO CER_ Created by Independent Third Partly Evaluation Reports - FL3792 R10 AE Lomanco 700 Series - NOA 605102 Created by ndeThird PartyYes'dCertification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odt Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.iZdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.pdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes 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 https:/ Moridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 IAh[ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AZA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification 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 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS j Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 3 of 9 Tradename: Model 750 Roof Louver, System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A I r 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B 750 SERIES LOUVERED ROOF VENT I J, LE 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 Ll , NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I.se --` 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4,O I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 Mianu-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 44A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS ' I, - 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 P/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 3 of 9 Tradename: Model 750 Roof Louver I .: 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'h" 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. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A r i r' I 11 GMMaN M 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 F I DETAIL B 750 SERIES LOUVERED ROOF VENT cm 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 0 u DETAIL C 750-S SERIES LOUVERED ROOF VENT a u4 Y NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I 'I. 0 ___ 2 .00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 MIAMI•DAD, COUNTY Expiration Date: 08/16/213 Approval Date: 06/30/16 Page 9 of 9 r i. tou . i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 MdA114I-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. mi ami da de.i!ov/economy 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 tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT -APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCT'S 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) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials Technologies Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name TAS 100(A) LOM-013-02-01 TAS 100(A) RRWA-001-02-01 TAS 100(A) Date 03/16/95 05/21/07 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS ' " - °1 1: °` ."^ °= 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 P/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: , Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 4 of 9 1- -- - _ - - - DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 r w MM 700 SERIES LOUVERED ROOF VENT r w MM 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT I u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 4: . .1,o : ,j ... ' , , . ,, _-1 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 - l-A, ,..,, 750-S SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 0 DETAIL D , 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE c1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 A Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24S67 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 ACI 318 TMS 402 Method 1 Option A 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products FL # Modeir Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1S8 R10 C CAC NOA 17-0821A8.pcif Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821 19.pdf 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 FLISS 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: Contact Us ;; 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. ;; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 950.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may he 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 avallable to the public. To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: Credit Card Safe MIA.MI-:QADE MIANII-DADS COUNTY ME I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD ANT) CODE ADNUNISTRATIONDIVISiON tvliaml, Florida33175-2474 T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) ry1y1y,miamidade.1Tov/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 perfGim in the accepted manner, the manufacturer will incur the expense of such testing and the AI-U 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 Comity 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" Tdigh 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, a€1 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. NI(ISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or Iogo 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, TL+ RMWATION 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 11elmy A. Makar, P.E., M.S. Moo-} 1 NOA Na, 17-0821.18 MIAMIDAOE COUNTY - % '€ Expiration Date: 09/11/2018 Approval Date: 09/29/2017 09 /Z81Z617 Pagel 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 Draining 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 1blarch 24 2003, last revision #1 dated April28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexanral testing on 4", 6" & 12"Precast Concrete Lintels.Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTillf E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ilan?on, 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, AK signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Qzrality Systern'Manaral for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002, 2. Cast -Crete Quality System-Allanual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1, Drawing No. FD461Z titled "Precast and Prestressed Lintel Details`; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cotcnty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ehny 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 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory-4ffairs, 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 SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. Nane. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Nfianii-Dade County Department of Regulatory and Economic Resources (REk). E. MATERIAL CERTIFICATIONS 1. None. C-41efiny 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, Ing. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drcm ing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 0611211-4 all prepared, signed and sealed by Craig Parrino, RK, on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast. -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Owig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By 111i'arni-Dade County Depw-tment of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources XR). 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. I p' Helmy A. Malcar,l'.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 09/lt/2018 Approval Date: 09/28/2017 E-3 I HIGH STRENGTH PRECAST AND m PRESTRESSED CONCRETE LINTELS TYPE "E" TYPE "A"-STIRI I d" 5" "C° SPACING6 A" gWOM STEEL LENGTH 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 32' PREf hsT G-LIN7iL " PRFCAST w/ 4" R9CE9 QOQR U-LIRTEL R" PRFCACT U-[1HTF1 e SOLID IHITEL 3 b e" 1; I e l a ;', 16' 6 1/{' i Tsh S xPE •A' snDDS7P6 4 L Tiittent uEs 5muwuo TeP snn s 'a s srylfRups Jssv ru moon M u acREwuR uv RLA sluw"D e s/i'ueRic RSA stt. n F' 4YIW c°NRIw£o w As"aDEn"E«T"i£D k SGiWKD n mul" n a LDiR Ap141s'Aual eI xRMPsx]/ b1'I w iO RAR F.e m m s fl0.VPS N I'-•' u S 1{ 31 D' 14 7/1D as;' lib 7/16 DO {" 716' V I INiE STIRRUP DETAILS b' II- L_ PRFC ti"T I_, IN FL 12 PRECACT / 2" kF, SS U-LINTEL I. 1 PRECAST A" SOLID LINTEL DATA TABLE I fPlll, I®S1:Zt1"tf© 6" PRECAST U-LINTEL DATA TABLE I lutairs;s tumsv r maol TZC Ii fi1f7 LSS3imQO C SitXS67I16F1i"W KUMI®ir vsm,ra mr I`s vim Kongi©[SiiO!!i/mi3L 1R 7F1CG0 i iE f'iA:iES SI F1PSSl IllmiF LeKIRM [i63.7Em" 6Imi JII1Li1,!>mmifi ll:'Lim¢>i6 1© 12" PRECASTU—LINTEL DATA TABLE MFRICA I flcsm+v omamal© llamavI illamar'irEII7Ett7r[32UMFr 9[11 i3.T•IS'7[3 i/J itin.3 J IRG1i7SiIGl[dtE i' i'IQF(3=15 9iiF31 ea2ra;:.nIDC1iM:" FGIi imam IUMIM1502 QStCiFa 3Li7i1'1'iE#7L SaMl102MME Mi9M, 11A°TT' FE3G"i7C1Gli0 w S' iEICL11 0 a::rCr r19f1imr"R:tP,mis,aFli_r 12" PRECAST W/ 2" RECESS DOOR U-LINTEL- DATA TABLE ET T7 i7rT,}T,I lrn ' 9i iTL YR7i"il')'F"fi;Ilii"Tifl7.iii Lll.11lll l3li]Lr ilG11®15, 1 17G r v Jl[JC1 411 F.Mmm i f5:> I 7 i.1ilE7CL FlCF3:1!J[i©L7S a Y7;>tirlfvs17i nrr vrcf7P'7flS7>Awrra 3 u.ma.vEqu[ialaFmn© T . CA^.Sp'G7A'GlTS:1LRS7r4!fTl: I Irr Ics ll'rc>Io TN15 PROPRIETARY IRFORRATIQN 16 PROVIDED FDA PRODUDT APPRO. IT iS PROTEOTEO DY COPYROHT UWS AND 0.. DE REPRDOIICEO OR"' DISTRMUTED WIIROUS THE PRIOR "AFTER QORSEHT CAST-CREIE USA, VIC. GENERAL NOTES: I. AEWFORGNo SiEEA, T/32 DAR ASTY /-e1D1 /A. (<, AM !s R—K ;: S=P?K* STRERM, 6 AAD 12 OIOH UN(£Ia . 2000 PSi oLDE 60 Am Asia S. ROM ,RE TOTAL NCRRER OF SRRRUPS REODIRE6 ARE CWNTE6 STAR,MO E. CMAEFE MWOTNR f'D - ROW T31 FOR Al { RICD AND 12190 FROM TACK END OF WE ADIRORCIND OACEI FOR E1fAMPIT - NO. OF ST LWM-. V. a 0— ?.1 FOR ; IROII IINIEW SWROPS - 4, TRW IRE REWFORC11M OAOE FASAIC4UM MODCL SNOWS O. I.. sit. 6Wlt DE cW @AC%— N0 TO PC FLUSN U. W. S SMVPR FART TACK 1:01 ON E A. m IRCN DRns AiTD1 sTRVAIRO TROR Tow. ey4i ;ATa PRODUcTRPivisrFJ as DDmpfying.1th 11"tTtuu OEN +O o Boding CORe a eEN;>:DRDoNo1 'PV jg PRODUCTRL S"" itx9i 'DSUsta usanmplYingu51h11ti,,rlatldR O:t} o ' 77.2.a7 Ifitdidil>;,(,^ndo -pt-(o3-a"j b r : AaDDRptiw,E61a 7- n ni tDacn;: (p1anQEr•I,00Jli_-!g qory eatOS. 0R10•Co°° MCR679 441, cbNAi" j4t°+° SEFFNFL.P.E, ER,FL 34756 TITLID PRECAST AND PRESTRESSED LINTEL DETAILSe FRE NARC: D85U9L-14 DRAWN Df: JOjLUi ADILWD ECAIfi AS SRDVM ` DATLT 3124103 CRECIIEO DTI CSA12 "JIM, P.E, IRIAWAM F04512 1110, 1 Of GENERAL NOTES l2) long nolrSes at the ands toUntetqraegbq1) Material- reinforcing ondedoccumdalewrticolovltnq, f'o 4' Arc l lintel - 3000 psi Fa 67 k 12' PPresaast Rmlcl = WNp 13 As exterior Buda. of lintels installed In us kr car smle mosony wall :hall have o caegn of stucco applied in oeeardanse wl0i ASRA C-925 or alher appmred noagn9. 9 GPt'c grout = 3070 si wi h a%imam d 6 Iroh oggn, alecanemlemasonryunllsQIV} ppeer C90 with mnlmum'net PeiomacompressiYeaUeng I9W Pei Ih) Uniols loaded smullemausly with vertical fgrav,'iv or uah}t) and horiionkl (lokeroQ loads be for the sombIrm loodm9 w lha fallowing squ son: rabor par AStld A515 Grade 60 manor per ASfu C270 typo U or S aIm.ld clacked Applied verbal land Applied hodsonkl Is. 2) NI ..I. Iood to6les based orI mnimvm 4 lath nominal bearing. Safe v 9r1loudSafehodsWrood Exceoliw sofa fads for IinW lye SU6, 12ue and 17RU6 by 107. if hearing length k less 15') For co mpav'to f4el heyhts not ahoxm use safe load from noxl Imer height shown• moot ba rods,.d San 8 1/2 Inches. 16) For Ilrdel lengths not shown, 'use solo bad from aexl longest fongth shaven. 3) proelda tap mortar bed and hood joints, 17) Sofa loads we uopodmp-d oft bl. loads. 4) She number in parenthesis 1 4ea(ee the parnenl rodue0on for 16) Sofa loods based on rallonal design anolysls per Act 00 end ALI 316, grads 40 lkld added mbar. p 9fm' _ f4280gExomol171¢7.Upial 4 19 wit.Ay load22B 19) Ad0w.l Ialeml land copodty can be .blamed b the dasi9ner by praNding additional roWor ed cancrala masonry write (RGAU) obave the tabeL See sketch hdox; c121` pit 5) All lintels meet ar exceed L7360 dellmuop, F'tn=1500psiixgR1199Unleltypes68k12F817-4' T< lunge meets or awed L/ilm da 1010n, - f-.. i,>'••`: Use R limited to conditions .meeimg the Florida Bu0dn9 +•"' ` 'i}. Coda 5acdaa 1604.3.I oe oppliwla 2 ;: ;•: ' `•' 6) Shcra Mind linW.. rsqutred. SEE SAFE IATEMl. LMO 7) 4' M16 H.W. to be installed w/ 4 dimuaion hodioatal and FES FOR LOAD RATING OREACHADDIt10MLFOR8' dimenson wunal. REINFORCED CLIU (RChIU) 8) Installotlon/allachmen1 of llntol mast campy wilh the arohitcelvml r" FULL COURSE a/ ar sWclurol do amenla. by-,.,`_ ( 1) 15 REM FOR 6" LABELS A:.-' i!; 9) The designer may asaluato cancenliated loads from the sofa load tables acukung lha maximum n 14ig moment and shear at d-ame/ from the 1/2' C[R TYP .1 (2) #6 REBAR FOR 127 UNTELS faceofaupporLGR40orGR60Z' 10) N.R. = Nat Rated'• t 11) Bottom hold added rebar to be located at the bottom of Iho lintel cayily. PRODUCT MVISED 6i18 6F6 GF12 us camplriuG with the Flnridc TYP A7ION Ejjidinaence Nv Off 2/,IB CFIr r. ttua eml ceDVr / a - ifsum y • • • • j.:p 12F16- 2B/2T NA- Z 1=2 L_av or Irxrsu. laxxr Rraw As 10 MUM roe 07sm'mco rm 12' ma8s •; s' umns :. JF: h '.1_:.i:•,I, 00 gg• i e j'' mar T : o ATTW sL' 11' [arms •' ' FCnMouraa raa a• r'• eanou ra:aaesa 11 5 8' WUAL % a 47 rs+m MAI) 1e N01.11RAL 1Yf01H 6F32 6F28 6F24 MEMBER OF SAFE LOADS FOR 4'e SOLID LINTELS 4Aw'+*" GRAVITY TYPE LENGTH 4S8 Y- 6" (42") PRECAST 1180 4'- O" (48") PRECAST 959 54") PRECAST 789 5 4- 15" 10"( 70") PRECAST 460 6'- 6" (78") PRECAST 360 7'- 6" (90"} PRECAST 260 9'- 4" (112") PRECAST 156 10'- 6" (126") PRECAST 116 121is CCa UPLIFT LATERAL TYPF LENGTH 4S8 458 3'- 6" (42') PRECAST 687 371 4'- 0" (461 PRECAST 597 320 4'- 6" (54') PRECAST 529 258 5- 10" (70') PRECAST 407 146 6- 5" (78") PRECAST 366 i 18 7'- 6" (9O'} PRECAST 280 87 9'- 4' (1121 PRECAST 187 55 PRECAST 152 43 12F8 12F12 12F16 sw Y ai•t w Is se i sss se I se risC j; V w 12F28 12F24 12F20 a* •, ,^ PRODUCT R13mim a. mm00a& ilh Occ Fharld" Ctiw/ cla gopA' 4CRAWARRINO0p 7OR0,• 6F20 SENER,FL33584S1. M PAi4yufupl lldm1.inu I'da`gn'} ucc animt ' FLPE, LCNu44756 nn,:CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE luxe: DSWM-14 9RANx 11r J9}I.bx AfDUUD SCAM ILM DAZE: 3/24/03 CHECKED Bf: CRWC pAMPO, P.E. - RED. B0. 4475fi DtJWM:Il1 L14612 SHEET 1 0f 4 SAFE GRAVITY LOADS FOR 6" PRECAST U-L INTELS SAFE LATERAL LOADS FO R 6" PREGAST U-LINTpS 400=140M SAFE LOAD POUNDS PER LINEAR FOOT 4 1WN AFELO FLIP Ap LENGTH TYPE 6U6 6F8-18 6FI2-tB 6F16-16 6T29-1B 6F24-16 6F28-16 6F32-18 LENGTH TYPE 6U8 6F8 RC; U 3'-6" (42') PRECAST 2332 2675 3892 5050 6146 7227 8297 9357 3'-6" (42") PRECAST 587 1055 596 4'-0" (48") PRECAST 2025 2313 3692 5050 6148 7227 8297 9357 4'--0" (48") PRECAST 487 787 445 4'-6" (54") PRECAST 1654 18B7 3633 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 415 609 344 5'-10" (70") PRECAST 1067 1260 2198 13557 5734 7227 8297 n 8225. 5'-10"(70') PRECAST 300 350 198 6'-6" (78") PRECAST 949 1078 1831 2850 4328 1 8737 8297 9357 1 6'4" (78") PRECAST 253 496 157 7'-6" (90") PRECAST 779 883 1459 2188 4524 6654 9357 7'-6' (90") PRECAST 227 367 115 9'-4" (112" PRECAST 584 660 1055 1523 2795 3731 5D17 9'-4" (112") PRECAST 173 352 74 10'-V(126") PRECAST 503 566 895 1270 r1706 2236 2898 3747 10-6(128) PRECAST 151 276 58 t1'-4"(136") PRECAST 457 513 805 1133 1952 2492 3163 1V-4"(136") PRECAST 139 311 49 12'-0" (144") PRECAST 425 477 744 1042 1377 1769 2238 2808 12'-0' (144") PRECAST 131 277 44 13'-4"(ISO") PRECAST 373 417 645 895 1170 1485 1852 2285 IS-4"(160") PRECAST 117 223 35 14'-O'(168") PRECAST 351 392 605 835 1087 1373 1703 2087 14'-0"(168") PRECAST Ill 202 32 17'4' (208") PRECAST N.R. 299 455 620 794 985 1198 1437 17'-4" (208") PRESTRESSED N.R. 130 21 fj) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 6" PRECAST U.LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-1T V12--17 6T16-IT 5F20-1T 6F24-IT 6FN-1T 6F32-1T S-6" (42") PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48") PRECAST 1225 1000 2357 2913 3470 4027 4583 4'-6" (54") PRECAST 1083 1592 2084 2577 3069 3562 4055 V-10%7D') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (78") PRECAST 723 1097 1437W 1777 2117 2457 2797 T 6" (90°J PRECAST 648 863 tt4 1249 an 1544 DI 1840 a 21350) 2431 0 9'-4" (112') PRECAST 575 5714 1 980 1252IM 1492 17321 1972 10'-6" (126") PRECAST 514 4621 n 787 1121 13363 1551 1766 r I1'-4" (135) PRECAST 474 404E 1 6B5 s 985 n 1213 a 1442 1645 A 12'-0"(144") PRECAST 454 1r, 36741 619 all 888 1093 i299 1506 IS-4"(1SO-) PRECAST 402 30811'1 516 736 tnl 906 a 1078 1247 14'- O" (168") PRECAST 358 1 285 c 475 67701 832 N 989 1145 17'-4"(208") PRECAST 25311 208 p 33B 476 585 n 693 803 n, SEE GENERAL NOTE 18 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GENERAL NOTE NO, 4 PRODUC7'RFMED as C Ayiog with d:e Plovida k3uiTdins Code Auaptwtce NoO 2/- fB I?cpi tionDala ig Ay p+/t tr/r t e' h$emiD .oGuaiCmWof 0 44tovuerlTFPTSFU8tCOIIy>4eL• wAhHtdldpaCWa 1rm Flortdu FT fQF= t ( % s J` CRAIGPARRINO 1 tonuvev p POt` S' • R )• G* 63PA CR579 SEE GENERAL NOTES -SHEET 1 OF 3 `lAL Ei°4 SEFFNER,FL 38564PtnPL.P.E.UG-N0.447S6 A1iNn Und .' M MDER of t_ wo', "uaar nnE: CAST—CRETE 4", 6" & 12" LINTEL m15' a ';% w . ,, FILENA14E: 086U88-ti CRAWN BY,.JONAN AANAUO PATa g24/03 CKCKED BY: CM; PAAAIH0. P,E. - REG. SAFE LOAD TABLES SCAIFA N1.S. 110, { 4756 DRAN4RG:NO, LT4612 *REEF T OF 5 eATE P GENERAL REVI9 ON B 79 0 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS wttr ware SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F8-29 IZP12-20 121`16-20 12F20-20 12F24-28 12E28-Z0 12T32-28 S-6' (42") PRECAST 3428 5000 5938 7619 9352 11060 12755 14435 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54') PRECAST 2396 3454 5304 7619 9352 11050 12755 14438 5'-10"(70") PRECAST 1612 2320 3218 5234 8487 11060 12755 1443q, 8'-6" (78') PRECAST 1383 1986 2879 4196 6421 10032 12755 14434 T-6" (90') PRECAST 1138 1628 213'. 3218 4676 5755 9763 13524 9'-4" (112") PRECAST 796 1216 1535 2230 3083 4167 5593 7552,,, 10'-6"(126") PRECAST 614 1043 1295 1 1853 2516 3323 4334 5532 11'-4'(136") PRECAST 518 945 1152 1649 2216 2893 3719 4746, 12'-0"(144") PRECAST 456 878 f073 1513 2020 2817 3333 4206,n 13'-4"(160") PRECAST 359 767 0 926 1294 1709 2188 2743 34091, 14'-0"(168") PRECAST 321 720,,, 865 1204 1584 2017 2451 31064 17'-4" (2081 PRECAST N.R. 451 D 631 ,B 881 , 11411 1428p, 1750,,, 2102,p 19'-4"(232")PRECAST N.R. 343,,, 477p, 700D 925,,, 1152,E 1380,,, 16096, SAFE LATERAL LOADS Mn. 41" ...CAcr I l_I .1 c SAFE LOAD PLF LENGTH TYPE 12U8 I 12FI3 RCMU 4' (42") PRECAST 1295 4841 393 4'-0' (48") PRECAST 1295 4841 2994 4'-6" (54') PRECAST 1049 3922 2417,4 5'-10"(70") PRECAST 6131 2547 1551 6'-6- (78") PRECAST 579 2187 123,, 7'-6" (90") PRECAST 474 1771 914,.- 9'-4" (112') PRECAST 355 1326 58D1,D 10'-6" (1267) PRECAST 306 11431 45414 11'4'(136")PRECAST 278 1041 38'tm 12'-0"(144") PRECAST 260 971 345D,I 13'-4" (1601 PRECAST 229 657 278 14'-O'(166") PRECAST 216 809 2510 208") PRESTRESSED N.R. 53,3 162 01 19'-4'(2&') PRESTRESSED I N.R. 534 130(, U) IHE NINAWRS IN PARENTHESIS ARE PFRCEN7 REDUCTONS FOR ECG UMLML NUM 10 GRADE 40 FIELD ADDED NEW. SE GENERAL NOIE NO, 4 SAFE GRAVITY LOADS FO R 12" PRECAST wl 2" RECESS DOOR U-LINTELS M17" ORK(SAF ! AT ORAL LOADSFO Ri./ I r l c 4A 04- SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12R96 128F0-2EI 12RFIM URF14-2 f2RF16-2 12M- 12PS20-1 12RF30-2 4'-4" (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-0" (54") PRECAST 2319 2740 5468 7584 0640 11689 13679 15679 5'--8" (681 PRECAST 1347 1841 3566 6395 9640 11569 13679 1567)„ 5'-10"(70') PRECAST 1259 1758 3361 5954 9358 11662 13679 1567q 6'-8" (80") PRECAST 924 1430 2633 4415 5884 103gIj 125741, 1480t(M 7'-6' (90') PRECAST+ 38,19 1203 2157 3494 5259 7922D 9623„ 1132& 9'-8- (116") PRECAST 843 101 1, 2157 32031 4427,, 54171, 63801 1C_4-Mll SAFE LOAD FLIP LENGTH TYPE 12RU 12RF6 RCMU, 4'4' (52") PRECAST 1295 3692 258 m 54') PRECAST 1213 3458 2417,4 5'-8" (68') PRECAST 784 2236 1650 5'-10"(70') PRECAST 747 2129 1552D,I 6'-8" (80") PRECAST 602 1716 117gm 7'-6' (90") PRECAST 504 1438 914D4 9'-8" (116') PRECAST 355 1011, M1S 99' SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 10 44e9 a SAFE LOAD -POUNDS PER LINEA R FOOT LENGTH TYPT: 12FB-21 12FI2-2i 12FI6-2T 12F20-21 1204-11 I2F28-2T M32-27 S-6" (42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" (48') PRECAST 2389 3721 4672 6023 7174 8325 9477 4'-6' (54") PRECAST 2113 3291 4310 5328 6347 7365 83B4 T-10"(70") PRECAST 1623 2527 3310 4092 4875 5658 6441 78') PRECAST 1444 226951 2072 , 3675 437E 50BI 5784 7'-6" (90') PRECAST 1267„, 1767, P 25841" 3194,1) 3806111 4417 m 5028, 9'-4' (112') PRECAST f028 D 1171„D 2006, 2590 3687,. 35530 4079 10'4' (126') PRECAST 9201 947,, 161216 2281,n 2764, 32094 3653 f1'-4"(136")PRECAST 858R, 82911 14041 1982, 24414 29D2 3354, 12'-0"(144")PRECAST B14D 753,,,) 1260, 1798D, 2201 2616 3032, 13'-4"(160') PRECAST 678 D 633 „ 1057,n 1485 1826, 2169 25131 14'-0' (168') PRECAST 622 D 586 f1 974 1365,, 1679 D, f 993, 23091 17'-4'(208") PRECAST 434 427 695,D 964(» 1182, 1402D 1623 IT-4"(232") PRECAST 366,, 370,m 693, 817D 1D02D f1871, 1372D F) THE NUM0ER5 IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED ROAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR W' PREiCAST w12" RECESS DOOR U•LINTELS W-4 1 m SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12RF6-21 12RF10-2112RFI4-21F2RFIS-2112RF22-2112RF26-21120F30-P 4'-4' (52') PRECAST 1626 2085 3746 4806 5867 6928 7969 4'-6" (54') PRECAST 16513 2552 3602 4623 5643 5664 7684 5'-8' (681 PRECAST 1210 2042 2850 3658 4456 5273 5081 5'-10"(70') PRECAST 1173 1954 2769 3553 4338 5123 5908 . 6'-8" (80") PRECAST 1020 1 1538 242611 3114 1 3602 4489 5177 7'-6" (9D") PRECAST 904it 1226,) 21631i1} 2776,,, 3390, 4003, 46171 19' S' (I I B-) PRECAST 703 D, 771 P) 1472, , 2181,D 2663 3145 3628D,' If) INE NUMOERS IN PARWHE51S ARE PERCENF REDUCRONS FOR GRADE 40 FIELD ADDED RLEAR. SEE GENERAL NOTE NO. 4 cnuwL rvuir, io y•-,.., - NUMBERS IN PARENTHESIS ARE PERCERT REDUCTIONS FOR Cj .'" E N+S - 40 FIELD ADDED NEW, SEE GMFAL H07E NO, 4 pRaD DC['REVfSED BNildi arylYltl4't'th the MMd, Cpdc 447 ArcoP nco No f o S 2• j 7$ BW+i+a[ion 4, w oin41C'E•RRV1SlAcumtII& (3sd Irilll gtcri"rtdnFAtifdfing4=od0llatc,eLF-T„/ T E F A,)!d CRAIOPARRINDp@!8 Aeor jEotm No .--o 0 03 6320.CR 579? I SS I' `• • •'(S A7Wal bade "` " . N (' 1V+i.F1 $3384PrAsaNAGt JMducE CanOnl SEE GENERAL NOTES -SHEET 1 OF 3 1sF FL PE UltJWtb4V% NO 13Y REVISION MEMSER OF EEC} 1, i .. %..92 4;, vI;.j 'pw„ no 1gLE,CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES J NAU.EGENER 6L REY1.,wa. MIOATf2B1 AE RWC DBSUBT-14UP DAAWB BYf JORAN AAR/,VD SCD:G EFTS, DATE' TIT11. CHECKED BTI CRAIG PARAIRO, P.E. - REG. NO. 44754 ORAWIXG:110. L14112 11EB13 OF 3 MIAMhDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RLrR) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) tvwiv.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 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, 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 Iogo. 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 enthety. 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 Aelmy A. Ma ykar, P.E., M.S. G1A;MWJ!UcoVNTY / / ' NOA No. 17-0821.19 j ' Expiration Date: 05/21/2022 a Zg 20 17 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 I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables" prepared by Craig Parrino, P.F., dated 06/07/97, revision #4 dated 04128198, sheet] of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fleTural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, elated 07130197, signed and sealed by Christopher A. Ramon, P. F. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125/96 for 43 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 04105/96 for #5 rebar by Birmingham Steel Corp. 8. .Mill Certified Inspection Report #84-M19805 dated 03/06196 for #4 rebar by Birmingham Steel Corp, 9. Mill Certf ed Inspection Report 984 M21208 dated 04/21196 for 44 rebar by Birmingham .Steel Corp, 10. Mill Certified Inspection Report #84-1120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. 17 Wefmy A. Malcar, 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. 11 fill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual far Cast -Crete Machine Made Precast ,Lintels dated 05114196, 13. Quality Control lYfanualfor 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.&"Lintel Fabrication Details", sheet 1 of], prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 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, RE., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels .Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.0I A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11.-01.21.04 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 L 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. ehnyA. 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 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 SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14,101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast. -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 4 ej" dLz, elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-9 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 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 (PER). E. MATERIAL CERTMICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P,E, certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-042.5, 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALTTY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION I. None. Cffeimy A. Maka r P.E., M.S. Product Control Section Supervisor NOA No. 17-0821,19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). 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. eimy 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 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4 PRODUCT RF,'V1SED • PRODUCT RUNByIRD w _t 17,n31vf". F CI& mnlvfna ulGl the Floriul ,_• 7YPE "A" STIRRUPS y. 7/32" 0 BAR ro STIRRUPS 8 1 4" •- 8" LINTELS SSTI RUP jp1L85Wt4Ilia. 7/52`0 UAR STIRRUPS TYPE "8" STIRRUPS d' M 0" LI 5 STIRRUP DFTAILS SWL4 13 8" PRESTRESSED U--LINTEL AAC IQL Y%U11dE 1111111 P s a LKTEXL RPA 1N0 NO. OT IA-11 O,I 542 7 32 BAR t -3' 1132 BEAR 1L-6 It a 3'-0 IS'-4" 0.140 RA7 32 BAR 1 -3 7 32 BAR 15-2 49 -2 0 1 -4- 0, 158 On 7 32. RAR 3 2 BAR 17-2 4 O 3'-S" S 19 -4 0.170 7 3 J 32 BAR 1 -3 7 32 OAR 10 -2 4 6 -2 9 21'-4" R.134 ORO 7 32 BAR 7132 BAR V -3TS-u 7/32 BAR 21'-2' O 0 3'-B 3/L" 10 2$-0" 0,200 Eli 1'-3la -0" 7/32 RAR 21'-10" e O 3'-10 3/B' 10 24'-0' U.21B des 7 3 BAR rA -0 7/32 BAR 23'-10" e 0 A'-3 1/A" 10 8° PfZE CkSLW[ _9"RECESS DOOR U--LINTEL DATA TA13LE Eit>+ ALld'Q17' LBTI3i:1 iGld l_.'W:EiB'fi F{S Li.',Cm"'S17<,I, E IIII.:l3GifIBFi7 FF i1.i]1 7©A v lvawra 0' loc mur wF ar, Icsmrlos aicr lu rn.sr r:waom vale q,'n A,y p,I 6(16.L/f Rye:1:1!i}Y11iIjI.Fy'1y X i 6',.M'J•16:.UYl iirLYiY:Wil1:!1:1:911.iaYVi1W rya Q 1r65.'k Wlil MEMBER OF wtc •A6ANah K rnt ' i• STO FA W. hP0 A _ W" N016-017, D 9 n71IUanDAICrroAAtaritROOs PRrGA<'I' LIHTIS RttNFORCIHG CAa Ase!4i6T1QH E C " rvA Alr°s ANI 017 m 'J: 91Wu1. nri'A' SaiARl6 wL Ar sws IPe acl COBhoi PRODUCT RE14.-N 7 aa+ 717i'8 Nh LSo E, Orid.1 ' anaam E caa ZZ% AccaPOmcroNo_i_ •1S l: vp On DOtO 0 . 7A 2 i v 7 1 i' T I ' 71 A• i t Fly IS• O` pR FpFe. £0 L4Mn AEINFORGINO CAdB WIRIQATION MOBEL A" uPFr.esT 11-LINTEL DATA TAB I. j,gjLvo LIE v1E1OSNT f9BO r¢ 10 I 6VA : i A< 3- 6. 0.032 12B 3 WAR 4'a^ 7 32 BAR O' e.tNA L d'- U" tl.937 144 j3 REB 3 -11 7 32 BAR A L'•- B" 0.D I 102 3 AEBAB 4'-R" 7 32 BAB 4 2' 4 6- 0.049 R B rt b.•3 7 a2 BAt 3-0 0. 05 3-II7 32 PAR A" 0.080 2 4 REBAR E'-3 I' 32 BAR R 0, 069 270 RRBAR Y -d 7 32 RAR 7'-2" 5 9'- d" 0.0ob 330 4 AR R -3" NEBAR 0" 2 -0' g 0. 0011 37B F4 WAR 1C'-a' 3 REBAfl 0'-2 2-0 5 tl. 104 OB ils HERAR 11'-3" 3 REBAR 11'-0" 3'-0' a t2- 0.110 432 5 REBAR I1,721 REBAR l3'-3" R[AAR 13'-D" 3'-0 B 29 d 6 R l3 ^B 0 B THIS FROPRIOTARY IHFoRNATIDN Is ?HYPO OI FOR PRODUCT APPROVAL, rY ,S PROIECTEO by o0pTRICHT LAWS ANC OANHOr BE REPROOUON OR 01g1RIE]WRO YIUHOUT THE PRIOR YIR(ETLII CORSEBT OF MSI GRATE BSA. INC, IfA B" PR 7RFm I`I HTEL um, kv. 1. ABNFORc010 STEEL, 7/32 MR ASTN WOE N, P4, S, BOTE1 1HE TOTAL imin OP arE.OPA AM REBAR ORAOE 60 As1N APliv 711 & RItI4 REONREO I3 COURTEO SEABIIHO FROH PADH FS 0744MM27OR51 LOYA-RELOSHIOH FRESiAESSIHo VE0 o 4. ; TNE MMALE Win ASW A416. THEIIle OF6RR167RInREWQRgNO CASE HODEL SHOTAA 2 3EIMMI'S 2.- 110ETE 91RENCCISI 1'v = 6000 PSI to'A' FADI( EAO11 ER0. PRESIRES3Ea AA w. 11. w 4v00 PSI Ea. AU. PAEOAST a 1HON BR7W"• b 2,6 POOHOk aT POLYPROPYLENE no Is PIA 3, ORWAL FBRSTRES3 fORCC a 0,7a k IW 00` YB, OF cQN.RLrE NAY BE OSEO IIE I,fEU OF PRESTREE31a UM AEIRPOR0IHO CADS 4. SXPP9E0 S7Rkwnll PBESIRMSED 10 paiv UrBNO ANn HAN LROI ECSCES. ENS PRODUCT RGvisrio Iding kf04 srOhIROPIpiIJa EllilldinBCOdoI#;• E 0 dY: CRAMPARRINO Avary•> Itums Npl o o3,p2 13, q I'a1l llAly a Zo+ a'' ' J9-% , M4CR570 1d tl+ D tC uatt SEFFNER, FL 33504. sfi4of,, IaL 'A FL RELIC.N0.44766 CAST— CRETE 8" LINTEL FABRICATION DETAILS 1 004144 a,• _ amn By, cmis PAAMQ. P.0 -'a. E0. 4458 r. man —11.11 P.E. - Rm. Ra. 44738 seat, Sol Td SUIF 1 OPIM7101 Hv, IRs 511FT I DF 3 a Air= 2DA\ri4 1 nnns Pnp2 a PRP_CAST 8 PC.ESTRI=SSED U-UNTEL8 attina4' SAFE LOAD- POUNDS PER LU`)BARP0OT TYPE LENGTH 8U6 Oa I8 BF16-08 Hrla-79 BFM-00 aFm-IB 8F24-08 6P24-113 5F28-0H HFfa-fie Df32-0$ Br32-16 3'-b" (h2) PRECAST 2231Nov 8143 6607 am+ 502 lont 6113 7547 8974 10394 11809 4'-D" 48" PRECAST 1986 pr 1 3A2o 4a90 59al 7034 0107 8113 7547 5974 70394 11809 4'-6" (54°) •PRECAST 1599 wl 37§3 576 5{00 8224 8115 7547 802. IDZ94 1180s 5-4" 64' PRECAST 1217 119RS19RS 2560 3123 3666 424E lefi3 5385 7547 7342 , 5763 10127 j l6"(70 PRECAST 1012 I1053 1631 2090 2549 3009 3170 M51 2 Q60 7168 n 6034 7157 8398 ob'-5" 78°) PRECAST 9p6 1736 7 J00 M31 3797 4383 5OU t23e 1 550 53BI also 10394p4 a625( 90' PRECAST 7 loll1 2632 2205 2898 3191 395 O4 2061 399a588E8i67 H4>29'-4" 112) PRECAST 554 09 0 1625256i 3106 2818 762 5 1843 2564 34BB 1 47050 BJ40 10'-6"(12by PRECAST q75 636 890 1947 2043 2717 Z103 2636 613 1052 1533 2093 2781 3643 4734 Ul PRECAST 362 5az 6 L 1MO WO 2423 3727 4005 552 F 90 1380 W 2423 3121 400E 12'-0"/144' PRECAST1 ) 337 5'0 873 1254 1684 9805 3552 S0 671 2254 1681 T2193 7605 u52 13'-4"(I60') PRECAST Y98 471 755 1421 1038 2316 471 755 ID75iD75 142a 1838 2376 28832683 14' 0°(168') PRECAST Y79 424 702 1002 1326 1697 2.127 2640 4{2 706 1002 1E28 1697 2127 2630 14'-8"(175') PRESTRESSED N,R HR N6 MR MR NR 5a 765 f370 0I9m 2243 512517 27iz 15'-4"(164") PRESTRESSED P1,R, MR MR R58 HR 412 71710 I150 S7JJ 205am 272032 25i3 17'-4" (206") PRESTRESSED N.R, RR 300 SSB 95950 132832 VDIW9 IB49 1A2047 19'4'(232") PRESTRESSED N,R. RR MR MR MR 235 k20 760 1037 1Z82 151515 1716 21'-4"(2561 PRESTRESSED IM MR I NR MR RR MR MR MR 180 340 598 845 1t34 1359 1488 22'-0°(264") PRESTRESS£0 NJi MR I MR NR MR RR MR Nit165318550794lea12851399 24'-0"(238") PRESTRESSED N.R. RR NR MR RR MR i29 230 450 054 8B4 IOsz 1221 SAPELATERALLOADSFOR VIPRECAST & PRESTRESSED U3INTBLS SAFPLF AD TYPE LENGTH SUB 8F6 RC MU 3'-6" (42)- PRECAST 1025 1024 1598 4'-0" (46") PRECAST 765 753 1309 4 -4' ,(54) PRECAST 592 591 1073 5'-4° (64") PRECAST 411 411 745 5'-10"(70) PRECAST 34D 339 615 8'-8" (78) PRECAST 5507 721 490 7'4" (90') PRECAST 424 534 363 9'-4" (1121 PRECAST 326. 512 230 10'-6"(126") PRECAST 2B4 401 180 11'4' (136") PRECAST 260 452 154 12-0"(1441 PRECAST 244 402 137 13'-4" (1601 PRECAST 217 324 110 14'-0"(168") PRECAST 20.5 293 100 14'-8"(176')PRESTRESSEQ N,R, 284 91 W-4" (164") PRESTRESSED N.R. 259 83 17-4" (208") PRESTRESSED N,R. 194 64 PRESTRESSED N, % 14.8 52 21'-4'(256') PRESTRESSED N.R. 125 42 22'-0"(264") PRESTRESSED N,R. 118 40 24'-0' (268") PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" FRECAST & PAPS7RK5SED U-1_R'ITELS 4i 4"R;a417&' SAFE LOAD - POUNDS PER LINEAR FOOT 37-S" (42') PRECAST 4'-e (48') PRECAST e-6" (54) PREGASF T-4" (64) PRECAST 5'-10"(70) PRECAST 6'-6" (78) PRECAST 7'-6" (901 PRECAST 9'-4" (112') PRECAST 10'-6" (1261 PRECAST 11'-4"(i36) PRECAST 12'-O" (1441 PRECAST IS-4"(1601 PRECAST PRECAST 14'-6" (176) PRESTRESSED 15'-41(184') PRESTRESSED 17'4'(208') PRESTRESSED 19'-•4"(232' PRESTRESSED 21'-4" (256") PRESTRESSED 22'-D" (29') PRESTRESSED 24'-D" (286') PRESTRESSED JJ) THE NUMBERS IN PAREMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 u'rcr c ""• "' "" """' " "' "' FIELD ADDED REBAR. SEE GENERAL NOTE NO, 4 ON SHEET 3 OF 3, eaDn6 r N6w> 17 hADnuCrRaNRlyEra p' PRODUCI'1233V1SGD nc complying wish the Fforid0 IYL.3 wilhftrk¢ 3da Building C:a'n yf cnplylns mlOh the F1o15d08i11iy9Cnt" 4s 6oildingCaxlo Ara 1mce No o Zn Acrcp!snce Nnl7- o2 2'j•JS Darozcz Accsprmrc q'o 21BP don barn ofa 435yi 'oo73rro yo22 nA 7 G By /7 Ml. 4: a6yAY14..t Tv rCi S a s Q NERAL NOTES - SHEET 3 OF 3 M u'D ua9 control Vgirgx, HESIS PRE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO, 4 DN SHEET 3 OF 3, CRAIGPARRINO U'>` 6324 OR 670 4 O R k9. G\N' SEFFNER, FL 33604 MI t10°tPf60llct'Ca`G,`y"ter` FL,P.E.LIC.NOvA4756 fflll llt{14 C5 AST—CRETE 8" LINTEL FABRICATION DETAILS M-14 I 02411N BY: WIG rMWO, .& - 1 kM. 44756 1 SGBE' 6W 10 SGIfi 07/s8 CIIEIX[D rm ctWc e4vu4 .E - M07 N0 I4756 I OF4MII0 No. TDB 611fII Z tlT 4 SAFR GRAVITY LOADS FOR 8" PREGAST W12" RECESS DOOR U-LINTELS 1-vd SAFE LOAD - POUNDS PER LLREAR FOOT TYPE LENGTH 8RU6 ORlE 09 BRFfO-DD M14-06 BAFIB OB fi6F72-Oe e6F26-00 MO-668RF6-I8 BRFIO-18 aRFN-iD 6AF1B-IB 81IM-18 6RF28-I8 8RF31H8 4!-4- (52') PRECAST 1635 1749 3355 3240 430 542T 503 7567 1831 3689 mt; 6639 8050 9479 10893 4'-8" 54n PRECAST 1494 1595 3065 2942 3968P. 4946 424 6900 1790 3899 520B 6639 8960 4479 10893 5'-8" (S$") PRECAST 886 120 1T70 2277 2319 3402 3966 1167 2-081 16 4557 9060 7917 0 9311 , V-10"(70") PRECAST 810 850 1653 1800 2124 2649 3174 3700 1113 2342 4142 0639(tol 8060ig 7462 F E70614 6'-8" {8D") PRECAST 797 9D[ 025 3120 5048 7747 944E 7.3 931 1825 3120 5048 7913 9474 10893p 7' 6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 b623 765 140 2459 377E 57!E 8998 n 1089 B'-0" (116°) PRECAST 411 446 D99 - 15M 2211 3I29 ID91 3146 526 99D 1500 29r.T 3122 150 509I SAFkLATERAL LOADS FOR R" VRFOART M 51- kFCF_SS DDDR IN INTELS SAFE LOAD PLF LENGTH TYP1 8RU6 8RF6 RCMU 4'-- 4" (52") PRECAST 758 757 1164 V- 5" (54") PRECAST 694 693 1073 5'- 8° (88") PRECAST 408 407 855 5'- 10'(70") PRECAST 382 381 616 6'- 8" (807) PRECAST 595 78B 464 7'- S' (90") PRECAST 609 674 363 SW ( 116') PRECAST 370 490 214 SAFE UPLIFT LOADS FOR 13" PRFCAST-W12" RECESS DOOR U-LINTELS 4 4gA7+'d1m SAFE LOAD - POUNDS PER LINEAR FOOT Typg LEN GTH eRFB 1T 8RF6- 2T 8RFl0= i BRF10- 2T BRF74 18RF1B-IT 8RF14- 2 6RF10-2T 8RF22- 1T 8722- 2T BRFlB- FF BRF20- 11 8AFS0- li BRF30- 21 4'- 4". (S2 } PRECAST 905 1669 236E 3056 3751 4445 6140 905 1866 062 3050 MI 4445 5140 4'- 6" (54°) PRECAST 867 1604 2272 2239 3807 4275 4943 867 1604 2272 WS, 3607 4275 4943 PRECAST 675 1209 1797 2328 , 2854 3382 39H 875 12B9 1797 2325 2854 3382 3911 PRECAST MS 1207n. 1748 2269 nt 2773 w. 3286m 2799 1 655 1233 1746 2269 2773 3286 2799 6 8° (80°) PRECAST 70 929 , 1530 79fl0 n 2429 0 2679i 3329 570 10110 T530 1980 2429 2879 3329 7' 4" (OV) PRECAST 506 7426 1364 766 2766 2SB71, 2059 506 898 f364 765 MS 2b87 2958 9'- 8" (116") PRECAST 196 468 , 884 n 1222 1540 1B59 k 2180 395 510 1D72 1366 ry01 2918 2331 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 49 • SEE GENERAL NOTE 18 ( THE NUAiBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FTE1 r ADDED REBAR. SEE GENERAL NOTE NO. 4 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 GENERAL NOTES TYPE DESIGNATION 1 Llbadobl 12) Unless old m olmelund x'dhS-I/2' 1wg rnlob.0 W tba old, to ect—d0ta verllwl cdl ,d,daring oad 9-up'). F - RLIED 4199 CROUT / If a IIBRLIi'0 C. 6• prtwd Rdal {DDD psl IaprrdressedI;nlel = 6000 pal 13) ilv nlada wd a( Bnld I Inal d To ada6at corto olo Kmtr ep ohdl — : L 2 S2 C4WIRY OF f5 6E'MAT Iuerns = 309D pst of 3 D Inch a 9rcygte o wo147g of sWcw applied to oacoreonee vnlh AS[M 92 ar a v epproved awla9• U role ma"airy bass fCNOJ er A517.1 COO rilk rnlnlmou nos 'ty j F 60f1DM tlF' MEL GOlK robe camprassiva atreng - tfU psi 14) Llrlds Iaaded s ool.[ nroudp srlh veftc,l grmaly ar vyyFdt) and M1a x0el (lafaml) .• 70 7 i _ a 8F 1 6---1 B/i T rabar p,r ASt1E A618 Grrde W lard., ahwld tra ehwfed for IN car ' I nq %Ilb Iha l011rning igvo9on: ' mIre 'ag strand r ASIH Ail 0r'db 270 Im, rahzoilon .i•` -. M1, artor par ASlhl q 70 T)7, M or 5 7.pp.Ld vedRal seed AppOed hrdaodd Iw9 sNe vuYul load } Sate hahmlai lord $ I.D notiMIL MDTIl J c-•'WAILIIIY OF (5 2) Alltoloadlode, based on mWarA. 4looh oominol bean]. - •2:' F-otum Safo Iwde for llntd type M and M must be 16) yrr aanposxc Enid hetgNO not 4hoxn, use wfa bad from Met law Nlghl aboan. FY)LOB,l1 ROCFP Mw AT TOP du9q.a by 2 ); 41 b.&g lob9th To Ion lboh 8 2, whv, 16) Fer p014 f.Nlhe not ehono, B3e wr. load ban ..A Ioogae9 mqm ,b.n. _ - 5 11EA`R AT TOP 3) Pmvda Ldl moflrf Led rnd lkaa JtinL^ 17) sole Irate oro eopedmpoaed Waxa61n Iwd,, IAG (1) AEdO 4) Th. number In pm sob u,6arle, the perdanl raducU. for IB Srie loadr based m mb'ewl dw n a - " - grodr 40FwWaddedlabor. ) 4 wljio per ACI 53D 0nd AU 310 •p' :1. t-1/2' civa F ax mote: 1-6` t nld W42-16 ,da gyrarily Iwd - C472 Wt 19) Add1rod Idsrol Iwo wpaaly wn be obblmd 8yY ihr desiggner by prosiding additiond '- . • '~i y • -, n/ 16 r'd0aioa 4 6472 t.85) a 65DI pit rau,larced wnefale ra.my WM IRMU) obraa lha GnW. Sw sketch bolott ui, e:ii. - '' { ''• 5) P8 IpW 7e<kmert or aaud de9ee0ovt. - -', - , .• • L3' C.M.LL F[rtptloa, Praalron Nala1 !rye SF6 0-4' aM longer meeia MODUCi'F{.'= TT"R': i •: Jc - 1 (i i' ' f3 • ' . ar anceeds 11160 drlleallmi. -D '• +• Uw ;' Emlk la crnd8fons mwyy'nr,aa the Ralda Daid'mg os cm,Ipiy9ng t5:ih tbo PlOrLti,1 -'•T ••' "~ `: t+•' ~: Coda Sac0064 ISK3.1 m a0lw874 dwuldio8 Code - d',i. _•- • CRDDF 6) Sl— 114d Unless or TOgYnr9. A;.tcF,Wn:.a .k,,( 022 ], Jy' _ • .• _ _ G•.pir ion TS-r. 2 F`m=1500Pei ", • i' f - - 5 REbOt AT BOTTOM 7) Ono17rabortroyb' suboUloied lu lao 15 r,bors. - •' i ;I .% • or 1Bdpi GNfY 6) Ind q' o wqJ do d Unld mud carryFj rash Ile orddledmd E!Y SEE SAFE WFAAL LOAD r • ' o • ' and/a elrudaal doaamrnla s - dots Cause! " - yAl ttta a • 60TTDIi RENFDRWNC TABLES FOR LM [MiN6 SF32 F?8 vh •, + PRODUCT RLvisr D 7-0/g' 1CNW PROYiDED IR IRDEL ' B) The dragon many " owala mna,n roled brae [mm a. tofb Iwo toq„ h) FOR FACH AOPN DFjAI p , as acmpty;ng w;R, the Plndd: (An F9) - cdodolhg the oAm tesisiin9 mental and shear of d-oxay Iran the ,:;y„ REINFORCED CMd (RCMU) i' '• rr Stdtdiii C«!c 6' ht7V1BW. 1N0nL Loco oT ppa6 ..' FULL NURSE ° •• HN , ri c V(—Nof o Z 10) NA - N"I Pahl PRODUCTRPNOWL+pDate e 7 %I PROpl1C1'JIBYISRU ,. t excanplYing,vilh the P7 • It) Bell- Held added Tabor to bt healed oL Do WIWM 01 Ru Tanld —111. -, 2 5 REBAR IWIding Cadv "' 0'n4 me°nsP19in87xi0Uha p'lorrdn I/2 CLR IYP () :*,• ;,R4q 8uiy;ag(0d0 6R40 Or 1;R60 AewpBwer i1o[b 1 i. • kp wn Uute otTT_A " T OF i Dad r duo canr<,pj 4 npW i I /•oZ e .:„• By 1 rlp eRAICiPARR INo MI Rl6 -'. SEFFNBR• FL 935B4 ucl cu fil7f iil iiTdarTaiC, l.11ifil:l[Y fFYL iE / C4PJLIQ71(•ItCliOf[lQ f_ilCY1FFFTYiL 77C: i / • 4'ti'vc'I /. r1,4 v''3<`i`;p ' • B" LINTEL FABRICATION DETAILsAAAAM nFI I1dVI.II i 111![Ha1JR:k\ml711{.' 7l•14 GWiYYiC1 M IA,M I,DADE MIAMI-DADS COUNTY BUM PRODUCT, CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIMNISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iymy.miamidade.soy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION- ( Cast -Crete) 411, 6" & 12" Idigh 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. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. CM1AMMQ==C0 j NOANo.17-4821.18 j f Expiration Date: 09/11/2018 t/ Approval Date: 09/28/2017 q / Z 911,1 j-7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated Illarch 24 2003, last revision Al dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E, B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS I, 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, RE, signed and sealed by Craig Parrino, P,E D. MATERIAL CERTIFICATION: 1. Quality Systenn"Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast Crete Quality System. Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No, LT4612, titled Cast -Crete 4", b" & 12"Lintel Safe Load 'fables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, B. TEST'S 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. eimy 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 - I 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 PIarch 11, 2008, all signed andsealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1, None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Mraini-Dade County Department ofPernfitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL 413-0321.07 A. DRAWINGS 1, None. B, TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Aband-Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. tr d w . r 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-2 Cast -Crete USA„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.03 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 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 Lintels, dated 0811912014, ,pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miarni-Dade County Depawtment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER. 1. Letter from. Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBNIITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofReg latory andEconornic .Resources (BEA). 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. 3 A Al 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 w HtGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 1TYPE "A"PICA B" TO STEEL LENGTH 4" 5" "C" SPACM- "C" SPACING[ 5" 4" A" BOTTOM STEEL ENGTH 6" & 12" PRECAST LINTEL RFMNFORCING CAGE FABRICATION MODEL i2' PRECAST U•-LINTFI W PRECUT / 2' RECESS DA4$ V,=LM r PR r. CT r SpLjQ-j Hu if 1 4 T B 1 1/4 i6' S I/i" t f6•t 3/ J 0 1 2 B x"r, 3Ps E, Ae R°"u"`mim 79 7u'1 ( >lssv uR s[Pacr• T/uv w lluwm !^ RB1N'S a°ASK u sm3fuuo OWN lee[ONL As R41IWlCD !C[I [4p1 N n Y 3 03' lnlp NOIS,1hm >•" ti'1y0 UtlI WO fl• STIkAVfS 7 J]'D Ax y xm+ 1 A 3 1 e' t tl r/10 B B 1• 7 le /ib S 3/4• 7/Ie 4" SGLIG LINTEL B^$EC S7 11NTEL 19' PREGAS7 w/ 22- REGE 5 U-LUTEL 12" PREC, A"5T U-LINTEL 4" QUD LINTEL DATA TABLE Va L Cr37 F" PRECAST U--LINTEL DATA TABLE ar aT m v©m>®maser. F'Iii EEm..31'T:il6f7'IS1F' 3ifD L4 rrmommumagm.. nrrr sru..ar>mvvesrmc$' aloMIENS r av iLRiilI7677FiF![iISR[9F17-"[.^ MEnffWWEa r>awCxsaA ili4'iCSe19 iff'S11®t}7(a.Tw'SBC'f..' 9' iF±3:7F'90 riF4l3i©lID t 0 il[57rFi617 65tt 8iFi'¢17 52caonrmmisI!ammiomr 12" PRFCAST LJ—LINTEL DATA TABLE r3m smzaMomiv lmt,©I sa2 a s lar et•.N7:• e rsa mt rz w v©mr.Zv o i'f-=S)IfIQL1iF/LIim f0 tGa4lll 7Rl47 ImrQi i®9mgm w5mr>v rfl Eel o @79@37 mCli jjnj FY91 Rmdousr PFUNtt1,r Y'TJ6"ormI V1C1tEG7'I['1 1pCllrO r T'IIi':l T7m{SJ II1G•7i O i ., o 1,. —TA TADI V 1:t A LSt" JSS®®viil~Y.i liJ+•S]LI NI L7' F®!3L"Li[SS>77 rEL13LJr1O@liV ©©d. L[1Q•]l1Cyt7Cf ELS4J'SRJ•rk7itl:,:RlG7iVL'YlI WOMEN s::a tta si 3 CY3Z13FYaiCIL7® NOW-7MEw'.0 LTh EFYS'I dliTt 33'r.•.'LV'.1:N 7Q]I i7Ek77Ylf:d['7At!• liil'.>IIOR75'7.111T7r LBfGii7.C473Ti 7ETiBoom" 11 0 0 MEMBER CIF EJT.V_ THl3 PROPRIETARY INTORIWIMI IS PRONDCO EON PRODUCT APPROVAL, B IS PROTECTED pT COPVFIOHf L. AND CANIIOT BC REPRO—. OR DISip[BUTFD IYIENOUT THE PMOR PARR CONSENT COr--CRUE USA, I= A RC= W. lRE r/. WR uFY AS1 CI is, H. NW R RFW l, SpstPIRO STRENOTHI O AND S2 INCH UM" _ 2000 PL OPA6E FO ASM All. e. Mau THE IMA NWfeER OF MRVI. pFQ=.D ARC CWMFD STM MD Y CONO m mmcm 11. 8000 PSI FOR — b W.11 0. M INCH FEW MCH END OF THE RHHMSOIND DALEI TOl MUPU - NOS OF PRECAST BNT m C. 3m PST FOR a INCI[ uNFA[A _Ws . •, THW TNC RuHromp O.LOE FABRICATION WOU FNONI a, eOTTON .Tm cv,i. eC CUf SACK am DIc. 7O BE [LOW wro nlu 2 S R m FRON r Cv CND. ON a ANR l2 mm LW= m7G 61NPNN0 FRON FORM. AOT• ! Ays• G PAS ' PRODUCT REVISED rowo !`„`• . • • • E.e.IrP}yfno wilh 14o Ftmi V. O E N O: RDildiag CDPO aaccePlalcc No I o 'L1. Jg pACOnucT a4vlsro D•4 • rJRpl I/U0..1Nt0 ``1/ - 1g tt9 ICo14 P1Y`IlY utilh ib, rlJTtd. IBBI PS [.uHO 4'caPl"nco140 j ZoJ 1'"-b •• S T tOF ,/ •mow a t^unE TWijr/wioDEhnu o/ rd I.P • IO R OD . GC 6324 CR bn iH1A PRECAST AND PRESTRESSED LINTEL DETAILS FILE ION[; DISH+-1/ OPJ,WH BY: JWUN ARNAUD XALB AS SHOO DATES B/25 03 CHECY,ED BY, CBW PANNNO, P.[, DUWM F0012 SHEET: i OF I GENERAL NOTES I) IAalarialz 1'c 4' precast MW - 300D psi 2' Pp t rota- 60D0 Pe yrout = 3a00 pa cot h mimvm a inch aggregate console mosmry u,L ead r8.t j ppecr A C30 w1U de..m net a ea Co.prossNe siren9lI - 18W pd Febar pxr ASTM A615 Tiede 6D mortar per ASTH C270 We N or 5 2) NI sole load tables booed on minimum 4 Ins nominal hearing, rl"vL'o.0'i Safe [Dods for Pmlel to W% 2A8 and 12ROGmustbereducedby2117ifb-ring length Is Ass Tan 6 1/2 Inches. 3) PmWda WII mortar bed and head joints. 4) The number in parenthesis indicoles the peraant rodacUoa far gmdD 40 6old added rebar. w/ M rwde.imn -) 14281.8yr', good plf 1428n0 5) All lintels meet or enwad 00 delteatiep. Feepoll1& Uolel t W & 12FB 17-4 & longer meals or arxed L(IW deflection, use Is limited to condgions meelmg9 the Florida UpUlAg Cede Snlicm 16D4.3.1 as cpplicabla. 8) Shore filled lintels as mguked. 7) 4' solid HeWto to be inaialkd w/ 4' dkno eRm harizarAd end 6' dmenaan verBCel. S) rn%lvr0sirudwd dacamenlhtel must campy with Ue architactvrai 9) The dasiSear may evaluate can —fisted load, tram the of. food tables by ca1111o6nthe maximum mdsWsor lg am—L and sioL d-away from the face of Upork. 12) 6' & 12' Unkis are manvfodured with 5-f/2' long n.[.he. al the W.i. mo accadetw Y" ealcal reinforcing and gravling. 13) The extorter sterna of Bola, installed In eslertar concrete masonrtyy walls shall have c cooling of stucco applied in acerdonea . U Asnd C-926 or .or opp+med coaling. 14) WO, loaded amullemoously with reread (q= ar opylk) and herimnlal GotnoQ loud, should be h k,d for the oambinea I ng with the fall*q equ - Applied vn6cal lead Applied hodsaalol load Sole Wheat load f Sofa Weentol load 5 1.0 10 For composite lintel heights not shown, use safe load from next lower height shown. 16) For II61e1 lengths not showq'ase of. food from oat Iong.L (pngU shown, 17) So(. loads are superimposed allowable toads. 18) Safe hods based on abonol design onvlysls per ACI 00 end Aa 318. 19) Addir—f lateral lead ccpedyr can be oblaired hp Um destgTer by providing addidonol ranfomed canorete masonry LnOa (RCIA) above the lintel. Sea sketcb Wawa SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL ti •' e': REINFORCED CIAU (RWU) MILL COURSE 1) 15 REM FOR 6e UNTELS 1/2! CLR NP j 2) §5 REW FOR 12" UNTELS GR40 or GRGO SAFE LOADS FOR 4" SOLID LINTELS A-0 11` 4II GRAVITY TYPE LENGTH 4S8 S- 6" (42') PRECAST 1180 e-0" (48") PRECAST 959 4'-6" (54' PRECAST 789 V-10" (70") PRECAST 460 6'-6" (78") PRECAST 360 T-6" (90 PRECAST 260 9'-4e (112"') PRECAST 156 10'--V (126") PRECAST 116 4A1CM14AUftfvy UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6" (42) PRECAST 687 371 4'-0' (48' PRECAST 597 320 4'-6" (54') PRECAST 529 258 5'-10" (70") PRECAST 407 148 6'-6` (78") PRECAST 366 118 7'-6" (90") PRECAST 280 87 9'--4" (112") PRECAST 187 55 10'-0 (126' j PRECAST 152 43 12UB 12F8 12F12 12F16 10) R.R. - Hot Row •' Y r,.:i' I ... _ _ . «; ". 11) Bollom field added rebar to be located at 14. bottom of the lintel Calif. :4; ,%tile^ :O'i td^='•+ PRODUCT REVISED 6U8 6F6 6F12 016 ns aomplpir/Gceith IN,- Plnrid: 7, Buiidin8 mlo ., c AeaoplmlcCe No L7_—Ly Z%. /8 Ev, GanAala,cl tj Zr/8 t h w i ':''d O O TYPE DESIGNATION 21- 1 q/ ry dr3rlu t antrotauvnHsir del xra4r Ar . . D wnou aF14 rawly 12F16-219/2T J. wom L. ta) etWr6a ray le, Wins I) Rml/fma Fwr 6' lead, n 1.-•; r' :,eSr ,.•.i.•.r5 WAI ;a!'r eiYc%fir• 1•.`•` r w : a l:•.`' 458 i 'x • ¢) S,- rf d 12F28 12F2412F20 iz mr Pmat u PROD{ fCP RIWISI, IL n) risew fan 12' ramt5 Y . O1 DJsid+nBx'irh [ha Pdarhla 1 eogau n 7!" ;.r:. ' ST 7 F IIWIdIrRg Codc rnowm I, InmL ,-. 73'. Q' a AcoapWncc NoL4 - o o' , 4 1111 5 ACTUALNaas) • • • • • • " ) , n t/J CRAIGPARAINO 7 12' HOMML WIDI" T' • ' 6324 CR 579 NO°n owa A 6F32 6F28 6F24 6F20 r,5'jgA'AL I v+ems x pE UC.NaMM ess, R Imom REYISTOX h7lgg 1 EMS OF 7mLCAST—CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES CP CE E L RLVISIO 6 12 I6 I GI -II y L•rn:u _ \ WJJ SIt1 FILL HAIU: ORSU85-li DRAWH pl`- JORAN ARIUUD SCALE: ILTS. p i Jt!yiLlBM ANTE: 3/2403 1 CBECIED DYI CUP PARRIIIO, P.E. - REG. W, 44755 OMWIIIO: KO, LT4612 SHEET I OF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS CazrperEl SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 61.18 6F8-18 6F12-iB6Ff6-186f20-186F24-196F28-166F32-1BLENGTH S-6" (42") PRECAST 2352 2675 3B92 6050 6148 7227 8297 9357 4'-0" (45") PRECAST 2025 2313 3692 5050 6148 7227 8297- 9357 4'-6" (54') PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 21S8 3557 5734 7227 829740 8225 011 6'-6" (78") PRECAST 949 1078 E1459 2850 4326 6737 8297 9357 7'-6" (901 PRECAST 778 853 2188 3151 45246654 9357 9'- 4" (112') PRECAST 564 660 1525 2034 2795 3731 5D17 10'- 6"(126") PRECAST 503 566 1270 1706 2236 2898 3747 PRECAST 457 513 805 1133 1507 1952 2492 3163 12-- 0"(144') PRECAST 425 477 744 104.2 1377 1769 2238 2808 13'- 4"(160") PRECAST 373 07 646 895 1170 1485 1852 2285 14'- 0"(168') PRECAST 351 392 605 83S 1087 1373 1703 2087 17' 4' (208') PRECAST N.R. 299 455 620 794 985 1198 1437 j THE NUMBERS IN PARENME515 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR 6" PRECAST U-LINTELS C— T-4-o y SAFE LOAD PLF LENGTH TYPE 6U8 BFS RCMU Y- 6" (421 PRECAST 587 1055 596 4'- 0' (48-) PRECAST 487 787 445 4'- 6" (54") PRECAST 416 609 344 5'- 10'(70') PRECAST 300 550 198 6'- 6" (78") PRECAST 253 496 157 7'- 6" (90') PRECAST 222 367 116 9'- 4" (112') PRECAST 173 352 74 10'- 6"(126') PRECAST 151 275 58 1 V-4" (136") PRECAST 139 311 49 12'- 0' (144") PRECAST 131 277 44 13'-4" ( 160') PRECAST 117 223 35 14'-0' ( 168') PRECAST 111 202 32 17'-4'( 208') PRESTRESSED N.R. 130 27 I SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4c_m4_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-IT 61`16-17 6F20-IT 6F24-IT 6F26-17 6F32-IT 3'-6" ( 42') PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0" ( 481 PRECAST 1225 1BOO 2357 2913 3470 4027 4583 4'-6" ( 541 PRECAST 1083 1692 2984 2577 3069 3552 4055 V-10"( 70") PRECAST 831 1222 1600 1979 1 2357 2736 3114 6'-13" ( 7B-) PRECAST 723 1097 1437t 1777 2117 2457 2797 7'-6" ( 90') PRECAST 648 863{ 1249R 1 1544111 184014 2135 m 24311f 9'-4" ( 112') PRECAST 575 671112I 980 1252 14920 1752ro 1972 10'4" ( 126") PRECAST 514 462E14 787 t I l21 13365 1551 n 1786 11'-4-( 136") PRECAST 474 404111 88S 129 985 14 12131 1442 1645t IT-O" ( 144') PRECAST 454 367 nl 6igj 888 1093 1299 1506 v I Y- 4' (160') PRECAST 402 30BIiD 516 736 906 ow. 1076 1247 14 14'-0"( 168") PRECAST 368t 2851 A75 t 677 832 982 1145 s 17'-4' ( 208') PRECAST 253 R 208 1 338 a 476 585 693 503 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR, SEE GENERAL NOTE NO. 4 11 GPA+. ENS 44 P12GDUCT11EVZSED c wwlymg wilU D:a Ropmt Saildin, Cade Acccptnnce Ho 7 i'-'.q1i Ilan lJalp Q,S IIy Mim 15 %Utc—tof obuorR7lvtsc0 1301( dlr, Cog wflh 14a Flarjdu hD CL'0ylrat' imDdo c ° 3. 0 4 CRAIGPARRINO Idy / p u/ Zojp S " • • • G ti°ti 6324 CR $79 1' uala` ! ict , - SEE GENERAL NOTES -- SHEET 1 OF 3 +.Sy IVA SEFFNER,FL 63584 L. RE. i1GNO.44750 o REVISION o e MEMBEN OF fs. —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 3 NAME C 3 I1 OD a "-' -r,j,, , GENERA!. REVIS ON '*,` „, `v FlEE WAVE: Dina 5-14 caws 8Y[ ]OHAR APJUTA WLL U.S. v` !«i= DATE: 3 24/03 GIECKED 8Tt DRAWRIO:% V4612 611EET 2 OF 3 LAItKAL SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FORR12 PRFCAR7111JIfiMFI R SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS asw+oaTe SAFE LOAD . POUNDS PER LINEAR FOOT TYPE LENCfTH 12UB 12F6-2B 1712-28 UF16-28 12F20-29 12F24.28 12F28-28 12F32-213 3'-6" (42') PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48") PRECAST 2923 7619 9352 11060 12755 1443E 4'-6" (54") PRECAST 2396 5304 7019 9352 1f060 12755 1443E 5'-10"(70') PRECAST 1612 r58383218 5234 8487. 11060 12755 1443j, G-6" 70") PRECAST 1383 2679 4196 6421 10032 12755 1443F7'-6- 90') PRECAST 1138 2131 3218 4676 6755 9763 13521) 9'-4" 112") PRECAST 795 1535 2230 3083 4167 5593 75524„ 10'-0*(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4"(136") PRECAST 518 945 1162 1649 2216 2693 3719 4746 12'-0"(144") PRECAST 456 878 1073 1 1513 2020 1 2017 1 3333 42061 JV4' (160") PRECAST 359 767 0 92.6 1294 1709 1 2188 1 2743 3409E 14'4" (168") PRECAST 321 720,,, 865 1204 1584 2017 2451 3106,o 1T-4"(208")PRECAST N.R. 451„ 631ti B81py 1141p, 1428p, 1750„ 2102, 1 V-4" (2321 PRECAST N.R. 343 p 477 p, 700 p, 925 ,p 1152E„ 1580,,, 1609p, U) IRE NUMBERS IN PARENTHESIS ME PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REIiAR. SEE CENEM HOIE NO 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/2" RECESS DOOR U-LINTELS 4 ^%T_4 m SAFE LOAD . POUNDS PER LINEAR FOOT LENG77TH TYPE 12RUS 12RF6-20I2RFi0-212RF14-212RFI8-212Tff22- 12RF20-212RFJ0-1 4'-4" (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-V (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8" (66') PRECAST 1347 1841 3555 6395 9640 11669 13679 1567% 5'-10"(70") PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 6'-8" (80") PRECAST 924 1430 2633 4415 6884 103513„ 1257A„ 148044 7'-S" (90") PRECAST 703 1203 2157 3494 5259 7922„ 9623 1132R„ 9'--8" (116") PRECAST M9 843 1 1451 p 2157 3203 D 4427,i6 54171 6380I wM SA D PLF LENGTH TYPE 12UB 12FE4 RCMU 3'-13" (42") PRECAST 1295 4841 393 4'-0" (40") PRECAST 1295 4841 2994„ 4'-e (9!) PRECAST 1049 3922 2417,, V-10" (70") PRECAST 681 2547 155 , 6'-6" (78") PRECAST 579 2167 1234p4 7'-,8" (W') PRECAST 474 1771 9140n 9'-4" (112") PRECAST 355 1326 560i4 PRECAST 306 1143 454, 11'4'(136") PRECAST 278 1041 388p4 IT-0"(144") PRECAST 260 971 345yn 13'-4" (160') PRECAST 229 557 278 14'-0"(I68") PRECAST 216 809 251P 17'4" (208") PRESTRESSED N.R. 633 162 19'-4"(232") PRESTRESSED N.R. 5341 130p, aCL I,EJVC I`IUIC 10 SAFE LATERAL LOADS FOR 49" CRKRACT wT g" kFRFAR hnnR I m ujTFi A C C 5 LOAD PLF LENGTH TYPE 12RUG 12RF6 RCMU 4'-4" (52") PRECAST 1295 3692 258,n 4'-6" (64") PRECAST 1213 3458 2417, 5'-8" (68") PRECAST 784 2236 165 5'-fo"(70") PRECAST 747 2129 1552, 6'-8" (80') PRECAST 602 1 1716 1170, 7'-6" (901 PRECAST 504 1438 914, B'-8" (116") PRECAST 355 1011 5 9" s 4c_wT4.__ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYP1; 12FB-2T 12F[2-2I12fi6-2T 12F20-2T 12f24-IT 2F28-2f 12F32-2T 3r-6" (42") PRECAST 2752 4287 5613 6938 6254 9589 10915 4'-0" (48`) PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-8" (54") PRECAST 2113 3291 4310 5328 6347 7365 8384 6-10(70") PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6" (78`) PRECAST 1444 2269„ 2372 3675 4378 5081 5784 7'-6" (90") PRECAST 1267(,d 1767 , 2583pn 3194D 3806,n 44170 5028, 9'-4" (112") PRECAST 1028 D 11711,D 20061 2590 3087,. 3583D 4079 10'-6"(126' PRECAST 920„ 147, 2281c 2MCA 3209D, 3653, 36. If-4"(136") PRECAST 658IT 829„ 1404, 1982, 2441, 2902, 3354, 12'-0"(144") PRECAST 814 1531, 1269E 1788F,D 2201, 2616 3932, IS 4"(160`) PRECAST 678R 633 , 1057,,, 1485W 1826E 2169p, 2513 14'-0-(168') PRECAST Ill 586,,1 974 1365,! 16790 19930 2309p 17'-4" (208") PRECAST 4340,) 427 695 E, 964,,, 1182, 1402,D 1623 19'-4"(232") PRECAST 3661v 3701% 5Q3m 8i7„ 1002„ 1187yr 1372, 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL ROTE NO 4 SAFE: UPLIFT LOADS FOR 12" PRECAST w72" RECESS DOOR U-LINTELS 4014E7 jpgYT>t. SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IZ8F6-2T IZRf10-2i 12RF14-2I32AF}8-2T 12RF22-2T 12RF26-2T 12RF3Q-2 4'-4" (52`) PRECAST 1626 2885 3746 4806 5867 6920 7989 4'-6" (54`) PRECAST 1558 25B2 3602&. 3553 643 5564 7664 5'-6" (68') PRECAST 1210 2042 2850466 5273 6081 . 5'-10°(707 PRECAST 1173 1984 2769338 5123 5908 6'-8" (80`) PRECAST 10201 1538 2426802 4489 5177 7'4' (9D') PRECAST 9041„ 1226 2163390 4003, 4619' B' (I16") PRECAST 703 771 1472663 3145 3628E, 1) DK NUMBERS IN PARENTHESIS ARE PERCENT REDXTIONS FOR • SEE GENERAL NOTE 18 ' ' • •. 15 NUMBERS IN PARENTHESIS ARE PERMHT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERA. NOTE N0. 4 G ' • •ENS'' 4D FIELD ADDED FIERML SEE GENERAL NOTE N0, 4 PROD 1'R0DUC1'REVISED rB aYi 2 T.a1t me ProNdanFldinnCode 447 Acce ta. Nnniion llaN; - 8 7'7g Y 7B LTE .' YC7e CRAMCp`••,c PARRINO 6324CR579 SEfFNM,8L S3584 SEE GENERAL NOTES -SHEET 1 OF 3 NAB „* FL. P.E.L1C:b1D.4AFpr5s MEMBER OF N' "°°Arz "'mar o KODUCT R1IVISGD m -Flying wilt 11. Plerfdn WkUnSC ds Amyi®, No o 01 Q CB3yxPtiW1ou 31Aep m78 b4twnIDodo du« Conir„i mE,CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESI FILE HAMh 13HSUBY-14 CRAWH BY. JOHAN ARNAVU SCALE: H.T.S, DA1F: 3 2f 00 1 C'HECAED RY: CRAG PARIdND, P.E. - pEC. N0. 4p56 DRAF,II@N0. L14812 SNEET S OF J MIAMI• MIAMT-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 31 S 2599 NOTICE OF ACCEPTANCE (NOA) vi"Y.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the ARJ (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. DESCRIl'TION: "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, P.E,, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small 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 O'ffioial. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. lk_ /% NOA No.17-082I.19 MIAMMADE COf oUNiYf ' 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, RE, dated 06107196, revision #1 dated 11108196, sheet I of], and Dravling No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P..E., dated 06107197, revision 44 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, PE. 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. Ilamon, 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 11111196, 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 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report 420--8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certf ed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report 42111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M9614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-MI9805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. e my 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-1 Cast -Crete USA, Ine. 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 Control111anual for Pre -stressed Products dated 03120195, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1, None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheet I of 1, prepared by CraigParrino, 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, RE., 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 Pilled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete .Machine Made Precast Lintels revised on May 01, 2002. 2. . Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL -906-0222.01. A. DRAWINGS 1. DrzvingNo. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS L 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 ftom Cast -Crete Corporation, dated January I8, 2011, signed by Craig Parrino, P-E., certifying compliance with the Florida Building Code, 2007 Edition. 4 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 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. #12-0209.13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E,, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on .March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None- D. QUALITY ASSURANCE 1, By kliami-Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #14-0903.02 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14,101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, RE., cert*ing compliance with the Florida Building Code, 2014 Edition. Z Aelrny 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- 9 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department. ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete -Lintels Filled Models, total of (8) concrete. lintel specimens, per ASTMS-529-94 prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, c s Cffefmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-082I.19 Expiration Date: 05/21/2022 Approval Date. 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE, EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, -Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. 613 eltny' A. Mahar, 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 H[GH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS PRODUCT' REV1SLll complying wile thu Ploridn PRODUL7REINHWRDeogtplYingsvi0rtheF7aridB wIIuilding C"'tc AcCortn Ice NC - p 2 .14 HRpimtion Dote Z Alufd iaucD N BxF''l uoR DM1IP a 1 Nb,'VPRODUCTS.SN6LVE coRlplYiRg sv+th fno iluN6irg cede 1-1 Ateep-1- Noy.• P.0 OS Dube ByTrIiDA 8" PAEGt}3i W/ 2 RECESS OODA U-LINICL B" PRECAST U-LINTEL e" PAESTRE"SEIl U-LINTEL TYPE "A" STIRRUPS 7/32"yT BAR In STLRRUPS 6 1 4" •- 8" LINTELS STIRRUP DETAILS v„F, 1 T.H, PRESTRESSED U-- 7/32"q BAft ST112RUPS TYPE "f3'I STIRRUPS '•t a„ LI M 6 STIRi2UP DETAILS lfl7 L} L V'W" W:L18 11 PA ELr- E EL aPACINO nmm. O, 34 54Z 7 32 BAR t mil" 7 2 14 -5 a -0 9 5-{ 0,Id0 651 Z J2 BAR 15-2 49 -2 9 17'-4- tr,15B B 7 3R BAR 1 -O 2 0 4 0 Y_B" B 1 -4 0.17E 713 7 3Z FAR 1 -3" 7 2 BAR 10-2 4 B -2 P 21' ,V' U.154 757 T 32 BAR i 75 -U 7/JZ BAN 211-2" 5 0 3'-•0 J/C' 10 22'-0" MOO all J 32 BAR I'- 10'-0 7/32 BAR 2I'-1D' b 0 3-10 3/R 10 24'-D"' 0,210 URS 7 32 BAR • r6-D 7/32 BAk a 4'-3 1/8• 10 8" PRECAST / 2" RECESS DOOR U—LINTEL DATA TABLE Efi3 lSLiil\ra lram' ii• f l;S3L'Ii17t li?l:['it 1 I Iff:4ii!17D 51]F C L!' pCIN fIr13'F" i'^` v vao WYIYEII.'kfll•:.lEr i..A Fr.. YY VV l rlr!noYIQO, C'illFi4M[']41 SfE3Fa-.rcrala.cral711 G"!7F r..t•©41! m1 i ul[9lSi7F3:fI lf76I'G"",r.LLZ9[AICIII t 11 RARn ALL mT •J• sne4-rIN- Af4 -A' 4; ,.. 4. 4Altttlfp1OcLs PRECAST LJHrE1 RFINFORCING GAGE FABRR`dUDN MODEL • • '+ m. TM R PRwa ttli-F•sTvxm] rtEmE2. 02t 7 ]I a' Ile l4' s F PRE5iRrt % 0 LlkEI INCUR INO GAfr'EFhARI0ATI0N 1AOOEL paF. eC r U--UNTEL DATA TABLE L7NTFl YOl I1LIE Yl IGSS 0 0 r IDTB, FP.gNP¢ 3'- 5" 0,032 125 03 NEW 3'-5" 7 32 8AR J'-Y- R A 7 1 4'^ 0" 0.037 144 RF 3 -il' T 32 HAR 3 -0 N p A 4'- 0" 0.041 162 Q3 A BAR 4 Ir 32 Dp N A 4 6 0.0{9 R k J 7 62 Opfl 5 ^0 H A 5 5- o P.O J R UA 9 7 3X BAR 9 -e B 234 A REBAR 5-5 7 82 BhR 8'-2' N A 0 Y'- B" 0,069 2T0 REBAR 7 -5 Y 32 4" O.OSS 33C 4 REOAR B -0" 3 REBhR U" Z -(I" 0 0'- 5" O,DC6 S]6 4 REBM 5" 3 REB R 10'-Z' 2-0 8 9. 104 406 65 RESAR 1{'-R" 3 )IEBAA 11'-D• 3-0 8 iX D.f10 5 REBAR II- R BAR I 0. 122 0 REBAR 13-3" fWRNI IJ-D•' 141 • 29 K. REBAR I 13'^R THIS 1'ROPNETARY wroRNATION IS novioW FOR PRODUCT AFPROYAL. IT IS F80TECTEO by COPYRIGHT 1AY(S AND CANIIOT OF REPRODUCED OR URIMOUTED WiTNUW THE PRIOR WRITTEN wNSERT OF CASFCRETE USA. INC, e" PRpR RF5 L war % 1.T. I. AF7NFOR0010 SFEEL 1/n tU.4 ASIU A51o) R3, p4, 5, HOTEL THE TOTAL NUIISER OF STLRRUPS AND A6 OMAR RAADE Do ART A,IF•J/1a moll NEOOIREO LS COUNTED STARRNO FRDH EACH am 2]om LOrf-REWWICH FRESra=Hn END OF 1NE ABIIF RCIND CAGE, TOR E)C NRE SRINID MIN A41 C• - HB, OF SURRUPS a 4, TRDI Tm OONCREFE LIRENPtaSI Pe = COCO PSI MEe• REINFORCING CAPE WML "015 L SRA4N'e PRCSIAESSEC SW'O '"' "to PSI TOR ALL PAW EACH iTPD. ER PRECAST 5 INCH LINTELS, 6 2.G D, OF to REIC poqGPTBEAEE D W W J. INO(AL PRLWEESS FORCE a 016 A IP° CU,1rD, OF cpNG U HAY BE USED BI LIEU OFPRESrEESJ1DuR1YtRCMronGlllDW004 S7RIPPDla 57R NOTNI PRESTREs.6 TD R.I. unim AND NANDURD LANCES. U 1 11 V.1 j G • Ns • Pr, - rnoDucrfAcvlsl; D MEnngllvine x'DhUle PloFfde 111did" Rig Code AroepinnpaNp- a n3,P2- 7q- BSI apH ua ro,1% y(i Drc 6324 OR 578 lY.loml uw! t Dvn FLP, E,IER. FL =84. A NAL-ti Tmc CAST-CRETE 8" LINTEL. FABRICATION DETAILS TEE IILOD USSUOI-I{ Swim or,CAM PABRINO, P.6 - RCD. me, 4410 S AM X01 iD a- SAFE GRAVITY LOADS FOR 8" PRECAST PRESTRESSED U-LINTELS IATERLOADS SAFIPRESTRESSED 8"PR&CAST&PRESTRf:06HO11/.1NTE68 FOR SAFE UPLIFT LOADS FOR B" PRECAST& PRESTRESSED U-LINTELS 7 SAFE LOAO- POUNDS PER LiNEAR FOOT 4j`YP0"4kFilQ<T'i9' PSAFELOAD PLFd 9p, ft46ra Y SAFE LOAD- POUNDS K!RLINE4AR FOOT TYPE LENGTH SUB 8T8 00 RFB-1H BF12-D8 eF12-(B aFiO-OB BFSfl-18 8E20 OB BF20-18 8F2+ OB 6Ft4-IB BF28-0B fiF26-1S Wi-OB eF32-1B TYPE LFNGTfd 8U8 BPB RC jit T PE LENGTH 6FH- R 6F8$ eF12- 17 BF12-ZI BF1G 1Y 8FI6-2T 0F20-1T 6F20-2T 8F21-1i 8PL4 27 fiF26 1T Bf26-2f 6F72-1T HF52-1T 3'-8" 4 PRECAST 7 lasew55 5z4 d394 526] 8132 7031 3'-6" 42)' PRECAST 1025 1024 1598 3'-6" (42) PRECAST 2231 3069 3719 5163 6807 8054 6602 loss[ 1569 2655 3524 4384 5261 6132 7001 3069 4605 Bll3 7547 8974 J0391 S1e69 4'-0' ( 4al PRECAST 1363 2305 J080 3315 f 0 6325 8079 4'-0` ( 48") PRECAST 1956 2561 2751 3820 4890 5961 7034 8107 4'-0' (48) PRECAST 765 763 13DS 1363 2305 3060 38i5 4673 6326 607R x893 BOS BSIS 7547 B974 10394 1f8D9 4'^6" ( 54) PRECAST 1207 2040 27a7 337s 4043 47)1 0379 4'-6" ,( 54) PRECAST 592 591 i073 4'--6" (54') PRECAST 1899 IA69 2t t0 7031 375] 4576 6400 6229 f2D7 2040 2707 3375 4043 4711 5379 2189 43)s 6113 75F7 0671 10294 118f19 V-4" 0 PRECAST 411 411 745 T-4 64') PRECAST 1010 171• 2276 3399 3561 4527 5'-4" (64N) PRECAST 1217 1349 1438 1969 7. AW 312'3 3686 4249 IOtG 171b 22)b W828M 2838 339439B7 4522 ieB3 3090 5365 7547 7342 87W laW(, 5-10"( 70") PRECAST 340 339 616 5`-10"(70") PRECAST 9D9 1567 20 2553 3107t 3620 i 4133 thl 5'-ta'( 70') PRECAST 1002 1105 IDS 1631 2090 2549 30PR 3g76 419 15e7 2060 2S93 3107 s D 133 14511 2622 d36D 7168 n 6036 7f8f , B328 " 6'-5" 8 PRECAST 7 } T-6" ( 90') PRECAST S07 42¢ 721 534 490 363 6'- B" 78' PRECAST 7'-6" ( 90') PRECAST 6361 NOT 18 2329 27H0 3251 J712p 78') PRECAST 7'-6" ( 9D) PRECAST 9D8 743 1238 2177 3{80 3W1 3107 4383 6081 635 727 1407 1024 f 1868 1624 , 2329 2025 27s0 242B J251 2827 3712 J2atd 1238 loll2177 1729 U80 2632 5381 2705 63E0 2598 10394p 3191 0675pq 3485 loll 17Z9 2s61 390A 5881 6167 6472" 727 222d 1624 2025 2420 x027 is 3128 T-4" 112' PRECAST 326 • 512 230 9'-4" (112") PRECAST 591 n 1318 5474 1069 2157 a 2619 H 9'-4` ( I W) PRECAST 564 895 1foo 1625 2594 3485 2818 3302 591 062 861 13181641 1869 2294 2649 782 1245 1843 2564 34BB 4766 6390 10'-6"{ 126`)PRECAST 28'4 401 180 10r-6"(126)PRECASf 575 1108 1461 2011 1(1'- W,126°PRECAST 475 535 e90 12p 2o9J 27T7 21a3 2W6 6T0 5J0 695 116 1180 H72i 17b3 2055 2055 34823gfi 643Im 1533 2033 2781 3643 4764 11'-4" 136" PRECAST 260 452 154 6„) 11'-4" 13 PRECAST 474 50+ BOO n 1037 1274 1513 1753 n 17'-'4"( 136') PRECAST Z62 8Z 82 OU 1350 180 2423 3127 d006 49q 607 10420mpi B4J ISISN 2187 PIS IJ66 18I6 2423 12] 40D8 12'-0"( 144') PRECAST 244 402 137 i2'-0"(144') PRECA5f 470 458 t 72!15] 1369 " 1585 Jz'-O"( 144") PRECAST 337 540 813 4254 1684 2193 2d05 3552 47D 550 940 t15son te1016 9075 to 54D a73 1254 lsa4 zsR3 26a5 3552. 13'-4•' ( 160' PRECAST 296 i71 755 f975 7426 1618 21l6 7.W 7.6&1 13t-4" ( 160") PRECAST 217 324 110 I S-4" (160") PRECAST 418 MG 607 96i 1143 i 1323 a 471 765 S q5 1420 1838 2318 424 . 400 780 1418 165 a IOU n PRECAST 279 4xd 703 1002 f]2e I697 2t2T 2s3D 14'-C" 166" PRECAST 2o5 293 100 14'—D" 1Ba") PRECAST 3s6 56D6a9 1054 1807 442 705 1002 13U 1697 2127 2930 410 410 426 717]= I IDB2 1807 a 14'-a"( 176") PRESTRESSED N.R. 2$4 91 14-a"(t76') PRESTRESSED 239 534 520025 970 1131 PRESTRESSED N. R.45B MR NR t1A MR NR MR MR 246 395 8631303 151a tn4 783 J370 1902 2245 2517 2.71x 15'-4"( 1a}) PRESTRESSED NR. ttA MR MR MR MR MR NA l5'-4"( 1a4") PRESTRESSED N.R. 259 83 15'-4"(184 PRESTRESSED 224 313 436769 917 1054 4t2 710 1258 1733 2W8 2J20 Z5fJ 308 016 000 1240 1450 IG0B t 17'-4'( 208") PRESTRESSED N,R, NR NR NR MR RA NR NA i7'-,e( 2081 PRESTRESSED N.R, 194 64 iT-4"{208') PRESTRESSED iW 283 t 405 521 BJB " 758 973 100 548 950 1320 1809 tOO 20N ts2 3Ds hoe 7q0 D 1 t271 t473 t 19'-4"( 232') PRESTRESSED NR. 4R 09 MR MR MR MR 18'-4"( 232') PRESTRESSED N.R. 148 52 19'--4"(212") PRESTRESSED 162 229 3d6 447 54T 64 747 235 420 750 1037 I= 1515 1716 166 283 429 1 623 n ef1 t 105D 1227 n 21'-4" ( 256) PRESTRESSED N.R M9 BR NR NR NR R 21'-4" ( 256 PRESTRESSED N.R. 125 2 2f'-4" 256') PRESTRESSED 142 20( u Jo7 303 t 48D 588 655 t 180 790 598 846 1154 1359 1488 142 232 J73 537 721 905 toia n 22'-0" 264 PRESTRESSED N R. 118 40 22 -V (26d") PRESTRESSED 137 197 0 296 379 02 548 630 22'-0"( 264") PRESTREBSED N.R. 1111 IL 11NR NR MR MR RR MR 13T 2x3 358 513 ees a83 99e 31b 550 764 lop 1285 139s 24'-a- 288" PRESTRESSED N-R. 91 33 24'-0" 288) PRFbTRE55Ea l24 170 n 267 3+2 16 492 587 1 24'-0°( 288°) PRESTRESS N.R.y MR l24 202 319 455 n 608 , 757 878 0 45O 54 884 1692 1222 fn THE NUMBERS LN PARENTHELS ARE PERCENT REDUCTIONS FOR GRADE 40 * SEE GENERAL NOTE NO. I ON SHEET 3 OF 3. ())) 1HF,4 NiP ItENFHGENESIS ARE PERCENT 4, ON SHEET 3 FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. C' `E GENERAL NOTE No, 4 ON SHEET 3 OF 3 i'P. GDc--C': RL-NEWED PRDDUC2'f4RN8WeD CS. C G N • G FRODUCnp%vit Me, . atnplyingtiri:N Rho ?oriti4 BnBdu RU'rnH withtlw Flodd6 i nj7/' 1'R U y'RAVIBOD as complyi, t8 tvilli lltc flrnidu 8"ilding Cato BCodv " /7t(-"_ ucwofplyingtrT1h11w 87ot(dr< n0ptb Cock: A uitie l4o.L%Z27'/ A cncc Na o Z( .jq Expo mV.Wcy-n 2.p2T, f tfon it to y M*: 7 .fie. _ amePlenco xo( o a OZ Aeeplermor Nol _p . D &!' 13uIIr0na CbAa- -% La B,v' tto6toQ'CE OF .CRALGPARWNO RCFTYaRnnDate" Dr aml eua s ib 63' f i -] 3a cl-!uifoi" M ap• A % r Q;r'7V 8924Cfl679,y f/ . SEE GENERAL. NOTES SHEET 3 OF 3 ?nrD 9 d" ct Control r R 1 G\iq SEFFNEfl. FL 83584 4 rcl a uF 5'S ""' la 45 FLP.E.LIC.No.44750 NO BY REYI610N DATE fR2411t114t c v TIRE; CAST—CRETE 8" LINTEL FABRICATION DETAILS 6 E 1BER OF 9 ap 9 R°' r` A,Aw,ngYp): . , `-V:i , w FIIC R41Ro 089UPY14 OR801 BY. cuic fA9RD10, P.6 - RC0.101, R754 SC90 B9Y TO SCALE L:nG+'w MGiii'-'<i o DA70 OB/ 07/ 98 C110XED By,ORB6 Pd9AI80, P.0 - 10:0, R0. {IlS6 o1NMN9 Ro. 901 $N[>t 2 0i 3 0 I SAFE GRAVITY LOADS VCR 6" PRECAST wl2" RECESS 001ORU-LINTELS RFRgtw SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPEr1494 8REB-00 8RFI0-DB 8RFI4-08 88F[8-0 BRF12-® sRF;B-OB LV30-OB ORFG-18 BRFIO-I9 BRFI4-f8 BRFTB-IR 3RF22-IB SRM-1B MF30-I8 4" (52°} PRECAST 1749 3355 3280 430 5421 803 7G67 1801 3699 9206 6839 8060 us 10893 4'-8" (54°) PRECAST 15U6 1963 2991 3958 4945 5024 6904 17511 3699 20; 6639 6060 6479 10893 5'-8" (68") PRECAST sza 1770 1718 2277 2879 3402 3966 11117 2481 4567 63H 8069 7917 93t1 r 5'-10°(70") PRECAST 810 859 1653 i60a 2124 2649 3174 3700 1113 2742 4242 6639 Ia 8080 740201 8708U, 6'-B" (SD") PRECAST 797 90t 182 3120 5046 715 9449 9O1 11126 3120 50{8 7913 9479 1ORHa89 7'- 6" We) PRECAST 889 755 1490 2459 3776 8743 7239 6623 7U5 1490 2469 3rfi 5743 0999 IOU 9'- 8" (136") PRECAST 411 4B8 999 1560 2253 3129 4091 3146 520- T 999 1508 2253 3129 4150 551 SAFELATRRAL LOADS FOR A• bbFl d9T w17++ t 1 rEFAfi ilnnP IT.1 NUTRIA d 44S43T SAFPAD LF LENGTH TYPE 8RU6 8RF6 RO*FAU 4'-4' i (52") PRECAST 758 757 1164 4'-6" ( 54' PRECAST 694 693 1073 5'-V ( 68") PRECAST 4O8 407 665 5'-10"( 70") PRECAST 382 381 616 6'-8" ( 8131 PRECAST 595 788 464 7'-6' ( 90') PRECAST 609 674 363 9'-8" ( 116') PRECAST 370 490 214 SAFE UPLIFT LOADS FOR 8' PRECASTw/ 2" RECESS DOOR U-LINTELS 4--4A& iy4B441IYBV SAFELOAD - POUNDS PER LINEAR FOOT TYpg LENGTH BRFB- IT BRFS-2T 8RF10-1 8RF10- ftBFtd- I BRFI4-2T 8RF18-11 8RFI8-2T 8AF22-1T MZ 2T BRFS6-I ORM -2T 8RF30-fT 13RFXO-21 4°. (52°} PRECAST 905 1666 zm 3056 3761 441.5 6T40 995 1506 2362 W50 3751 4445 5140 8" (5¢°) PRECAST 867 1604 2272 2939 3607 4275 4943 067 1604 2272 2939 3607 4276 4943 5'-8" ( 68") PRECAST 075 1269n 1797 232E y 2ES41 3362 3911 675 f269 1797 2325 2a54 33V 3911 5'-10" ( 70") PRECAST 55 1207mi 1746 -s 22M In 7771 3286 tI 2799 tj 655 I= 1T46Z17562100 32B8 2799 6'-8" ( 80") PRECAST 570 929 O 1530 y 26791 3320570 1060 1530287933297'-5" ( 90") PRECAST 506 742 s 1364 '6 2567 2966600 898 13646256729689'-8" ( 116") PRECAST 395 408 684 0 1869 218D 395 560 10721 20TO 2331 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE ¢0 4 SEE GENERAL NOTE 18 ($) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REBAR. SEE GENERAL NOTE NO, 4 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 GENERAt NOTES - 12) ClnTYPE DESIGNAT10a e) 1 Uulvr[ ab: lels ma m4r T«ea nl)0r 6-I/2' keg oaldua al the ends b axamadNn r<rtical eR «l.orzing and 9rw9s9- FF - AUFO WIDI CROUP U •. lydflllEO fa B' pprtrt • 1 Bnt•I • ION psl 8 Y Ira prplressed lintel = 6600 psi i3) The nlodar sa8ow of 6'niele InaloOed in aleriar mnerele (nasavg W shill Imo r- Ot14NiRY OF 5 REW AT 1'a 9rpot3000psiM'i h maxi,avm 3 D Inca "99r k armUng el siae« gpged n eeavrdanea Ath AS16 rr926 or oUkr vppr.vk co.1g. I BOTyOU OF LfµTEL CAVITY ol«eT m• s lx I1C}![I) Per A CDB w'Ih m nimam n•l ee p eW,- M cIf j = 1900 psl 14) Unlds loaded a[nullonrausft Ah verUmi (gmu`1y uardt) and nvdronlai Pant) ;} :c; f., pba i( A= ABIS IXodo 60 Ipvda abwld be chcakd for the —bin h.I 'q id Ind Io6o.tnp agualFa - -' " 8F16 --1 B /1 T rp no etroadparA514A410O(ode 270 low NkPnVen •s,:S ;1` : nevrtor pv AM C27D TM Ai or 5 App9ed vadinal lead Applied harhonlvt Ivod - } Sofa vuUcal toad Salie Iw hont lead S (• 9 I (-. 2) N sale hod table bvs•d an IrRvimum 4 1n11 nemlaa) ieodng. ' i' ' .;- ROMAL am BtWl7fl7 Or j5 F—E.a Sale I." In, tlrAsi type 8U0 nnpd 6VU0 mwl b. to Fof aamPasSle dnld hNghU net ahaBa. ass sore lvm from swil 4+ser Belgfil sheen. ROUPIAL }k7ONf IEO an AT TOP raduxd byp 20% 1 wAng lsnglh la feoa Wvh . . v¢has. 161 Far I'mkI k98ec notAnn% if.. sate land Gam next bngest IeogU Ann. 15 REM AT TOP 3) Proeido full manor bed and head j4d . 17) Safe loads my xepedmpoecd dievOle hods, - BIN, (1) RFSFO 4) Th. number In porenlh¢nfa Indlmles lho peNW r.dr.Uen la IB) Svle loads booed an ra8anol dq(gn tlna>yss per ACI '339 and ACI 318 '. v '` •': 1-11V OLFAR grade {O Os1u added pbar. !-•-` yn'. _ Dge'.1 7- 6' IJnlel WI-19 soro yyrardy land z 4472 oD 1B) M81h:w1 Totems Ivod eapvdly eoR as ablvinad by @e daai nvr by Ong addiCwcol i'.' .. i • r x/ 158 reduat[ on 4 5472 {.65} R591 PH - riinlward wn W. mpo R 9 Ys 5) Nl ilmsls me•t or esavd'LP3SO defhalla7s, n7 walls Qt41V) abme a 9n1e1 Seas kh helax: - 1.. i( u: jx.:• . 4d C.IA.U. Fud911pd1 PreeGeaa CPU Uoe WO 17-4 end longer mesh -'' - •7, "F (i ,{' ,, S.• x cxvaads L/ 180 dallsc6oti PRODUCT kr-148Mi D c•:!•r.• •?•r.:" Us• b BraiU to oan+l9ons xme<Gnn9g IM Aorido 9addng os cornpiy^ C90UFCed4 Su aapka B4diO3c. 1ie6) Sliora R. (meta as ragVied. P.xcptmee tia 02.2 f$ F'm-1500 9 'A Ono J7 «Tor mar be mAL'luled la Ixo /5 «Ipn«. r` (y'R"' n°''•-'y-• . P ' - ': 15 REMR AT 80TIOH b) IndvJJlvV°n/ellvah nil of total must caop(y tiiW Ins «chiladerd IIYlI 1,?a • r•,• • • ,r' • • •„ • • • • OF UNTEL CAV1tt andJa shualulvf docummle• p,+S.. a. uct C: naa! {.. SEE ShFE WERIL LOAD y44[ 9{4 • OOMM REIt609CISG TABLES FOR J.W RATING ' b 8F2B •A ,' + PRODUCT RJEW913sD 7-5 • ACnU1 PROMMD IR UITD"A 9) Tbn da l9w mvy and de oenwil-ted loads from ua w(• toed teblee by FOR EACH AD8I00 yAAi. 0 rm eoanplving with the florid; ( ARM rnluSaWg INe moRlmwn rasltUng mpmanl and shear al d-my from We . REINFORCED Clio tkRU) a6wldiiig COJa 8 b 11DUt IIXa of m:ppy:i : b• N • • • FULL COURSE plane. NoLl, 6210) Olt, - N•i Wea _ PRODUCTIWNIG ,•aD = - 7 PRODUa'rRGVtaw on Doc 2 em canplyinglsilhOeeHl * I Q 9otlam Rele added ra6or b be lxofed al The 6o1Wn oI Inn tiatel sarilt• 2 5 REM 13ulldln0 Bodo w:dR : ' 6'44 - r"" t as eamply[neag8uho tgorida _ 2• CCR iYP 40 orGR60Aearl•nK No / •' % ncc d Ivtrn N 1 Faapi 'an Uam 1 •Q: 7 OFituna Dad r uct Can' crr:I EMplmTlan Dolor UZ ar alp'. q i CRAMPARNNO MI wO a uncoetrBl %e'<<•• 4 R1 R'•\'ti° 6324CR579 o e n 6 0 rdh+S/ORAL GS+` F NEIRFL 99564 0— 4%. a me CAST— CRETE 8" LINTEL FAMCATION DETAILS m+ ms c TILE R!)+ L: D15Ug7-u om 8Y CM PIX001 FIE - nE4 II0. 4473e SG1te Nor TO SCALE fi+R"'' ' '('1 a CATL• OD dT a CNTEM 31, CRUD PAMMO, P,Fr - AEC, NO. 4446 Oil MiD Ito. FOB SYCV 3 Or 3 CITY OF S'ANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4,344.00 Job Address: 2628.FIycatcher Way Historic District: Yes No Parcel I D : 17'-20-31-502-0000-2260 Type of Work: New X Addition Alteration Residential Q Commercial Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fat: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake -Mary; FL`32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3.729 Street: 5401 'EnegryAir Ct Fax 407-886-7580 City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: State License -No.: CAC1816317 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING 1*0 OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N 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 regulati ng construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC: 10.5.3 Shali,be inscribed with [lie date of:rpplication and the code in effect as of that date: 5°i Edition (2014) Florida Building C.odc Revised: June .30. 2015 Perrait 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 governmentalentities 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 San'fid requiies,payiiient ofa pl tifetiitew fee at the time of oerinit s bmittal Ac6oy oof the, executed contract rs required m in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation 'Fable 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 8nd zoning. Signature ifO net/Agent Dale t' nnt Owner/Agent's Nano Signature ol'Nntaq'-State of Florida' Date 8/ 6/18 Si' ghature ot`Contractor/Agent hate Robert Kulp Print Cont ractor/Apeni's Nance e/ 6l/8 Notary , public State of Florida Semi Rodriguez My Commission GG 147034 Exptres' 10101I2021 Owner/ Agent is Personally Known to Me or Contractor/Agepiis ow PersonallyKnntoMe or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required:. Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy : Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 20;15 Permit Application YVORKORDER Date: 1/25/2018 BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 2261 Flycatcher Way _____ T3 2 ADDRESS: 1064 Greenwood Blvd Ste 124 CITY/STATE/ZIP: Lake Mary, FIL 32746 Job Address: City / State / Zip 2,628 Sanford IFIL 7 7 3 1769SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-4110a Job Phone: 4077301311 Heater or Coil CE2401CO5 Heater or Coil Filter Base N/A AHU Location I st FI Int Closet Filter Base AHU LocationPermitInformation: A/H-3 or Furnace A/H-4 or FurnaceMUSTBEACCURATEANDCOMPLETE: Heater or Coil Heater or Coil Township: Sanford T'Stat: Filter Base T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficiency Zoning Brand: Honeywell/Johnstone— Vent. Damper Y81SOA1017 QtyEAIPullsPermit: Yes Builder calls inspection: Yes EAl calls inspection: No Zone'Kit #1 Zone Kit #2, ZD1 ZD2 Ventilation Cost: 319.01 Transformer Z04 Surge Protector ZD5 PO'Numbers Qty Yes No Qty Yes, No Grs Stamped Returns 6 Filter Base x Kit. Hood Duct: X Conc. Slab: x Kit. Down Draft Duct: X Heat Recovery: x Bath Exh. Duct: x Dryer Vent: 1 x Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 14-Kitchen Vent Trim 20-Pull Material Labor 2.34 29.55 Total Contract: FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 226 - 1769 TL Builder Name: Starlight Homes Street: 2628 Flycatcher Way Permit Office: Seminole County City; State, Zip:" " Sa ii'did ;"FL ; 32773- -°' -' _ _ Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2114.0 sqft.) Insulation Area. 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785..00 ft2 b. Frame - Wood, Adjacent R=13.0 329:00 ft2 3. Number of units; if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1769.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft2 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11.Ducts 2R R ft2 7. Windows(161.0 sqft,) Description Area a. Sup: Attic, Ret: Main; AH: Main 6 353.8 a. U-Factor: Dbl, U=0 34 120.00 ft2 SHGC: SHGC-0.26 b. U-Factor: Dbl, U 0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor' N/A ft2 SHGC: 1-3. Heating systems kBt6/hr Efficiency d. U-Factor: N/A ft? a. Electric Heat Pump 30.0 HSPF:8,20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC, 0.257 14. Hot watersysfems a. Electric Cap; 50 gallons 13.. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation; R=0.0 1769;00 ft, b Conservation: features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASS Total Baseline Loads: 56.06 7 1 hereby certify that the plans and specifications covered by Review of the plans and OTrATt^ this calculation are in compliance with the Florida Energy specifications covered by this indicates y , t0 . Code. 1 f calculation compliance with the Florida Energy Code. r 1 0 PREPARED BY: Before construction is completed w DATE: I:21d this building will be inspected for Section 553.908 0 compliance with I hereby certify that :this building, as designed, is in compliance Florida Statutes. l with the Florida Energy Code. we OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/17/2018 5:33 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM "R405-2017 t , ,1 . t ram. ) 3• s I:I ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The -lower the-EnergyPerformance index; the-mor&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 (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8.. Floor Types a. Slab -On -Grade Edge; Insulation b. N/A c. N/A 2628 Flycatcher Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft2 1769 b; N/A R= ft2 Area c. N/A R= ft2 11. Ducts R ft= 120.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 353.8 4100.ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 ft2 5.4W It 0.25,7 Insulation Area R=0.0 1769:00 W R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump` 14. Hot water, systems a. Electric b. 'Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: kBtu/hr Efficiency 30.0 HSPF 8.20 Cap: 50 gallons, EF: 0.95 Pstat Address of New Home: City/FL Zip: f c°° 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 /17/2018 5:33 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 r*_ '-e.^# .. dig Certificate of Product AHRI Certified Reference Number: 9162305 Date : 08-06-2018 Model Status : Active AHRI; Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handler): FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & 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), btuh : 28600 SEER: 14.00 EER(A2) - Single or High Stage (95F) : 1150 Heating Capacity (H12) ?:Single,or High Stage (47Fj 28600 HSPF (Region.IV) : 8.20 T"Active." Model Status are! those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models thatare being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still seling or offering for sale. Rai nqs that are accompanied. by WAS indicate an involuntary re -rate The new published rating is shown along with the previous (i.e. WAS) rating DISCLAIMER AHRI does not endorse the products listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and x , 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 _ & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory,org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued. which is listed above. and the Certificate No.. which is listed at bottom right. 2018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131780389737425433 626 G(yeotck./ le IYO( TRI-CO NTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 198 407-656-9656 FL= ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TEST'S f i PROJECT Q y t, l 4 u,,a "I - ---- - --- CONTRACTOR REPORTED TO: J LOCATION: MATERIAL: DATE TESTED:'t, SPECIRCATION: .- OPTIMUM MOISTURE: r ? / °,b MA.XTM"UM DRY DENSITY: ` QgSSdd LOCATION DEPTH . DRY DENSITY MAX DRY DENSITY PERCENT Or MOISTURE INCHES lbs. cu, ft. lbs. cu. ft. MAX. DENSITY PERCENT s `v o-0 z s o i a co N LLI pN") D 4J 0 J ao z c o0,101 v C m = ora B Bi ilaing Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear 20' Side 5' LOT 220 LOT 227 WYNDHAM PRESERVE LOT 226 PB 81, PG 93) LOT 221 NORTH BOUNDARY LINE OF LOT 226 h h N LOT 226 N AREA = 7,130 S.F. +/- s 1 STORY RESIDENCE FORMBOA.RD FFE= 26:87 1: f7 u) )t), CIL_-- 257 62. 00 ` S89'43`03V CONC CURB FLYCATCHER WAY PCP - CENTER 50' RIGHT-OF-WAY - — LINE (PRIVATE ROAD) 391.64' S89'43'03"W LB -Licensed Business, BFP-Backflow Preventer /Sight Distance Easement S -Survey PRM Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P -Plot FFE -Finish Floor Elevation 0. .-Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCtX1-Reclaimed Water Valve Conc.-Concrete Cable Box BP -Brick Paver III -Telephone Box SW -Sidewalk IEI -Electric Box FFE-Finished Floor Elevation 0-Utility Pole Cl -Curti Inlet Guy Pole GTI-Grote. Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Corner Set (Falls in Water) D-Sonitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGO-MAG NAIL & DISK ev6a-Irrigation Control Valve P.K.-Porker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 IVDA-cote Water Valve SPKD-Set P.K. & Disk LB7768 rr Gas Meter FIR -Found 1/2" Iron Rod LB7768 q1 -Existing Grade PIP -Found 1/2" Iron Pipe LB7768 Cf -Blow-off Valve Nail --_-DrainageFPKD-Found P.K. & Disk LB7768 Flow Direction FCM-Found 4"x4" Concrete 10.0-Proposed Design Grade Monument PRM LB7778 I17-31-Ac-Ruilt/Fxisfinn rYadn P.C. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT 222 LOT 225 h r. 10' UTILITY EASEMENT (P) w 00 m PCP 165.14' _ U SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2 Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. PREPARED FOR. ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone I" 5. This Specific Purpose Survey is for the location and elevotion of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION' LOT 226, according to the plat SURVEY) of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that 1 555 Winderley Place, Suite 109 a survey f the hereon described propertywasmadeundermyrfg0AfAh'br4-meets the Standards of Maitland, FL 32751 Practice set faiths y i i Byyrd of Professional Phone: (321) 270-0440 N' Surveyors & Maw Gh ter.J'17,',Florida Administrative Fax: (813) 248-2266 code, pursbar{ 'ati@ Rr472,02Dy l%orida Statutes. Licensed Business No, LB 7768 r $ GeoPoi 't e° Q SUi ying, Inc- Jgres D.'"i 0 . c %Drawn: RCA Checked: JDL P.C.: Data File:BrissonEost-PlatFLORIDAPROFESSIONLf36j(Off3 ic PER NO. LS6915 NOT VALID WfTHOUT fHE" GiGMA URE AND THE ORIGINAL Date: 07/30/18 Dwg: BrimnEnt-Lot226 Order No.: '-- RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: — Y CITY OF S.40RD F: ) li l< is F F'r R 1';,11 E Building & Fire Prevention Division PERM1 IT APPLICA TIION A lication No: I X ( 14 (D I PP Documented Construction Value: $ 51,000 Job Address: 2628 Flycatcher Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-2260 Residential 7l Commercial Type of Work: Newt Addition[] Alteration Repair[] Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone: 407-630-8119 Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant St., Ste. 240 Fax: City, State zip: Winter Garden, FL 34787 State License No.: EC13008106 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: 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 in effect as of that date: 0 Edition (2017) Florida Building Code Rr A -A. lam — 1 101 R Permit A—li—ti— y 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/Agenc 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 Signature of Contractor/Agent D 9• 1.7 3 3- Print Contractor/Agent's Name u )I 3 maTSignatureofNotaryatKoiidaDto z R Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [j Plumbing Gas n 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: January 1, 2018 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application ENVIRONMENTS FOR SITE ID:402123 LOT:226 BLOCK HOUSE: 2628 STREET: FLYCATCHER WY CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: ACCOUNT#: 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/18/2017 PROGRAM: CODE)100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2828 FLYCATCHER WY, SANFORD, FL 32771 . TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 011172019 r rt' r. ' TEST NAME ,, a m „ 0'"" RRECTION6UI-'RATER,- NEEDED, VERIFIED VERIFIE 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic drop -down Stair (fully gasketed and insulated) X 5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall) X 5.5 Whole -house Fan (insulated gasketed to the opening X 7.3 Fresh air ventilation installed per program specs X BloNlr Door BD Terpet BD Actual Room Pressure Test x a w a BUILDING ORIENTATION aI",, ti ,a ,, yr PR GRAM VOLUME CU. `, CODE VOLUME CU. J PROGRAM. 6HELL 30.=„ , Pa - ` CODE-= m SHELL SG: ' S(180°) N/A 16,451 0 r D PROGRAM 1 s r...CNR$0_4 CODES CFM 50 PROGRAM ACH 50 d" CODE `"( I ACH 50 , t PROGRAM' of Shall CODE of 8Ms 0 1,919 7 612 5.88 a''; t, ,. •.,.. `, v ° ' .::Meter • `5 1 ;, ^;„.,, Mst Bdrm 0 Bdrm 2 0 Bdrm 3 0 Bdrm 5 1 0 Rm 1 0 Rm3l 0 Other 0 Bdrm 4 0 Rm 2 0 CO Detectors Energy Star Qualified lianas? Efficient Lighting Package? X 80 or> Of Hardwired Lights Must Be CFI. Or LED X Low Flow Faucets, Toilets etc? X Programmable Thermostat? X CeNBed Green Program Level Requires Visual Inspection Mechankal s' " stem Itsmllu° „ N n,°OCA500 ManuffioWierNiriis s,Mod's101 n MobsltF2 1 rModelACi Modell'1T4 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP) SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL HVACAHU (HEAT SYSTEM PUMP) SYSTEM 3 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP) SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) BUILDING SPECIFICATIONS BUILDING.CNARACTERISTICS,. AS_OESIGN;=VALUES ZZV3.; " AS BUTT VALUES - 3„i--;:a`-.= ..„ iCOMhIMEN'L, € OF BEDROOMS (REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) I NA I NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE (REM) NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 01/172019 BUILDING SPECIFICATIONS r )' BUILDING CHARACTERISTICS,'„?„„ ES'VAL* AS DIGNLIEB t14„'p, a;r .` COMMME PROGRAMMABLE THERMOSTATS (PRIF) WATER HEATER TYPE (PRIF), CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION ( HOUSE LKG) ACH (REM) NA Htg 5.88. Clg 5.86 ACH Q 50 Pascals. FRESH AIR VENTILATION TYPE (PRIF) yryL:rc,- eypp tid woivra " AIR CYCLER,.., VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME- HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC' S (PRIF) INTERIOR % OF CFUS (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFL'S (PRIF) GARAGE FIXTURES % OF LED'S (PRIF) DISHWASHER ( PRIF) REFRIGERATOR ( PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING ( REM) NA NA COOLING ( REM) NA NA AIR - SOURCE HP (REM) NA NA WATER HEATING (REM) NA NA I NO WEATHER STRIP INSTALLED AT TIME OF TEST I U1111/[Uiy I TEST: DUCT BLASTER RESULT: PASS TESTER: Daw Revelle DATE: 01/172019 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) 0 i 769 SYSTEM 1 DUCT LEAKAGE TO OUTSIDESYSTEM 0192, 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET; CFM25) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE 0 212 CFM25) TARGET CFM25) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE CFM125) ACTUAL POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL InSnity % 2 49Y '_.. SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NeN % 0 00 / CFA) ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL »<' SYSTEM 2 TOTAL DUCT LEAKAGE (% OF ''•. CFA) ACTUALI SYSTEM 3 SO FT. SERVED (CFA). TEST: DUCT BLASTER RESULT: PASS TESTER:. Dave Revell DATE:. 01/1712019 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE CFM25)TARGET SYSTEM 4 SQ FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET BUILDING SPECIFICATIONS SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25)ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEht3 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA)ACTUAL r. BUILDING CHARACTERISTICS m + I I' ri i„ pgDEBIGN-VALUES A iB da .48 BUILT9;NALUE9 _ '"'. 1, ya ; I ,COMMMENT ,%,g DUCT LEAKAGE TO OUTSIDE (REM) INA s,;t;`i ', ;30025?CFM25%CFA L TOTAL DUCT LEAKAGE (REM) NA Ix, ` "0'412 FCM25 / CFA °ih 'ir Ja 4 sir FLOW RING (PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2628 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2628 Flycatcher Wy (Lot 226) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: 16451 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1612 4Zi—ln nr t`A,dti Pni,t Tact nnra HOUSE PRESSURE FLOW: 1 50 Pa 1612 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 89 EgLA: 210 ACH: 5.88 SLA: .05 ACH(50) ' : 5.88 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. i a, Signature: Printed Name: Dave Revelle Date: 01 /17/2019 Digitally signed by Dave Revelle Date: 2019.01.17 12:19:02 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADD RESS=dave.revelle @topbuild.com, C=US Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/25/2017 402123 This certificate is presented to for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services 04/05/2019 Certification Expires FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2628 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction rll Ir•t I aakana Tact Ragl Iltq CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 44 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud Sum lines 1-4 44 System Leakage Divide by 1769 Total Conditioned Floor Area) 0.0249 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2 Digitally signed by Dave Revelle Date: 2019.01.17 12:18:59 EST CN=Dave Revelle, O=TopSuild Rater Of Record: Home Services, OU, Dave a4 U EIvIRItRBBRE39-daoeleoelt- Printed Name: Dave RevJIfLbuild.com, C=US RESNET S: 4311088 Date: 01 /17/2019 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: Y v I E SP4,_,, no - Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 402123 vtN O0 NzO o i H a Wco kUv04i0 moo J U v o w cc) CP Z L v m0 Oa LOT 220 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT 227 111 WYNDHAM PRESERVE LOT 226 PB 81, PG 93) LOT 221 SIR 1V89'43'03 "E 52. NORTH BOUNDARY OF LOT 226 N LOT 226 AREA = 7,130 S.F. J 12.0' A-C PAD- 13.7 12. , COVERED n a' PATIO a' 11.6 O 1 STORY RESIDENCE o LO 2628 FLYCATCHER WAY a FFE= 26.59 0 4.7 M U 20.0 o IEL vi 1.5.8- ---- --_ 13.3 O CONC WALK NUt CONCRETE_-- __-- BRA DRIVEWAY OATT BO 00' CONCRETE SIDEWALK LOT 222 FIR 1,2.0 V ' 4 O O O V) LOT 225 5 v O M Y Q m U V) Z EL 1;2. 0j 1 CONCRETE CURBS FLYCATCHER WAY rpCp — CENTER 50' RIGHT—OF—WAY — A LINE (PRIVATE ROAD) 391.64' S89-43703-W r—n LB -Licensed usinessLEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk owBFP -Preventer Sight Distance Easement S SSuuryrveey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -Plat FFE -Finish Floor Elevation D.B. - Deed Book Water Meter O.R.- Official Records Book D4-Water Valve P.B. - Plat Book r-Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver m —Telephone Box SW —Sidewalk ID —Electric Box FFE—Finished Floor Elevation Q}—Utility Pole CI —Curb Inlet 00 —Guy Pole GTI-Grate Top Inlet O-Light Pole P.U. E.-Public Utility Easement f--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U. E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK XVD4-Irrigation Control Valve P.K. - Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod L87768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 Existing Grade FIP -Found 1/2" Iron Pipe LB7768 CI -Blow-off Valve i_-Drainage FPKD-FoundP.K. Nail & Disk LB7768 Flow Direction FCM -found 4"x4" Concrete 10.0 -Proposed Design Grade Monument PRM L87778 10.2 -As-Built/Existin Grad Note: Some items in above leaen may not be ODD cab I Description I Date I Dwn.ICk'd I P.C.IOrder No. Ila- 1LA011A 10' UTILITY 05 EASEMENT ( P) w o io o0 ui N p 0 1 PCP 65. 1 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. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zone " X" DESCRIPTION: LOT 226, 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: 01 04 19 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Sec • 472.027, Florida Statutes. Ge Wo" 1 Ini Surveying, Inc. me D. Leviner LS6915 Drawn: RCA Checked:JDL P.C.: Data File:BrissonEast-Plat ORIDA PROFESSIONAL SURVEYOR & MAPPER No. ..............5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 0 1 /04/19 Dwg:BrisaonEast-Lot226 Order No.: ^ RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: