The URL can be used to link to this page

2625 Green Swallow Way 18-1604; NEW SFHAP 0 7Z 11 CITY OF SANFORD BUILDING & FIRE PREVENTION s _ PERMIT APPLICATION Application No: ( _ (001A Documented Construction Value: $ 0 21 Job Address.:. 2 Lp a,5 vn ,v ta\ lo•tit W tnn Historic District: Yes. No Parcel ID: 17-20-31-502-0000-'.1,140Wyndham Preserve Lot— 9.'+0 Residential ® Commercial Type of Work: New R Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mansel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 3780 Mansell Road Suite.100 Resident of property? : City, State Zip: Alpharetta, GA 30022 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Name: Mulhern & Ku Street: 20 South Phone: 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1.522347 ArchitecVEngineer Information Phone: Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company: NA Address: Fax: E- mail: sives@mulhernkulp.com Mortgage Lender: 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r- * . NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other. governmental entities such as.mater._ ..... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued., in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work. will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID JGt_ 3 -30-1 $ Signature of Contractor/Agent Date Robert Willets _ Print Contractor/Agent's Name Cq 1 S Signature of Not -State of Florida Date gy Shayne Mangei ate NOTARY PUBLIC 4, —STATE OF FLORIDA k,4 ? Comm/GG113111 Contract' t iEx;Ti 9woWky Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical r-1, Mechanical [R Plumbing[? Gas Roof Construction Type: -I 3 Occupancy Use: 23 Flood Zone: K 8e Total Sq Ft of Bldg: ZD I Min. Occupancy Load: I 1 # of Stories: 1 New Construction: Electric - # of Amps Plumbing - # of Fixtures IS Fire Sprinkler Permit: Yes No Y # of Heads APPROVALS: ZONING: kz 6 0 (-S UTILITIES: ENGINEERING: 1MTG -2fc-1 FIRE: _ COMMENTS: ok to construct single family home with setbacks and impervious area shown on plan. 3(o• 2 '*to '+p• Revised: June, 3.0, 2015 Fire Alarm Permit: Yes No 0 WASTE WATER: BUILDING: W `• I I' tS_ Permit Application THIS INSTRUMENT PREPARED BY: nmyName: Starlight Homes Florida, LLC Address7. 1064 Greenwood Blvd Suite 124 Lake Marv, FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT i°IHL-OYr SEh1il'aOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER 6K 9104. Ps 1265 (1Pss ) CLERK'S T 2018036966 RECORDED h4r'C15i21,11° 01:14.35 PH R:a:ORDING FEES $10.00 RECORDED BY hdevore Permit Number: Parcel ID Number: 17-20-31-502-0000-.2,40a The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot 9% -{ a Haaress: GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. NA of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless adifferentdateIsspecified) WARNING TO OWNER.' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Titt d the foregoing and that the facts stated in it are true re Owner's Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of County of S„ l 0 i--0 The foregoi g instrument w ackn wI dged before me this day ofLM20mIrmp,(by Who Is personally known to me 1!Q 0- Name of person making statement 4> OR who has produced Identification type of Identification produced:` TSAR Shayne MangerNOTARYPUBLIC STATE OF. FLOIkIDA _....... - .... - - _ Comm# GG113111 s/NCE 19 0 Expires 6/21 /2021 Notary Signature r, . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION rr -1 (oolApplicationNo: Documented Construction Value: Job -Address:, 2,cp 2,5 Q=:>,rten >LxzaX ioj L')q,t,\ Historic. District: Yes No ©. Parcel ID: 17-20-31-502-0000- 2N4p iJ Wyndham Preserve Lot Ili 2N+0 Residential® Commercial Type of Work: New© Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 3780 Mansell Road Suite 100 Resident of property? : No. City, State Zip: _Alpharetta, GA 30022 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.: CGC1.522347 Architect/Engineer Information Name: Mulhern & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other, governmental entities such as..water -... management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3 -,36-1 A 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 31 , , -m M--1 Signature of No -State of Florida a Date y Shayne Mangel 10 NOTARY PUBLIC r o STATE OF FLORIDA CommGG113111 Contracto4 r g °fit ixx ii es 9w,Wly Known to Me or Produced ID 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: f- -4 WASTE WATER: — FIRE: BUILDING: Revised: June.3-0 2015--_ _..--------------_ -- - Permit Application - ---- 1 t 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: 2625Green Swallow Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2400 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: E 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) y _. OFFICIAL USE ONLY ,v=_ 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: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1604 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Walkway Including Right -of -WayP-11677C— www.sanfordfl.gov Landscaping in Right-®f-Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 lSidewalk4I , 'i ? V or se 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 o. sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current surrey, site plan or plat clearly identifying the Knowwharsbelow. 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: a(o oi5 Gr'eert S..Lre 1 e.AJ 2. Proposed Activity: 0 Driveway a Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is submitted 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@stadighthomesfom Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand 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: Official Use Only Application No: Fee: Date: Reviewed: Public Works_ Date: Utilities A Date: Approved: Engineering ULU Date: Site Inspected by: Date: Special Permit Conditions: November2015 1ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 `C1-1 gk Project Name:LA 1pl tin—greser-Ie., Project Address: 9 l" OL,'S .r S,aral o., 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. Robert Willets Cner/ ner/Tenant SignatTenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Print am of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # dt Fsas1ev-6-o0k_ Print Name of El. Contractor i f El. Contractor El. Contractor License # Progress Energy Florida Power and Light on / Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1-1 p - 1 $ I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific ermit and application for work located at: au as g rA&r> Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this —dy 200, by Robert Willets who is 'personally known to me or o who has produced as identification and who did (did not) take an oath. Signature 43 N Shayne Mangei oS I'VCE NOTARY PUBLIC e-I STATE OF FLORIDA Print or e name Comm# GG113111 IExpires 6/21 /2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY.. hmj Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: l l 111 Ili 1Il 11 91I1 li GRA IT NAI-0yr SEN'0,I0L.E COUNTYCI..ERK Or," CIRc.ljj,T COURT L c:('.ii1PTROL.i_ER U 7104• F'a 1.265 (1P:+:7) Cj_ERK,S z N18036966 RECORDE;, 01c11`05r; 2018 1)1 s 1%035 F'11 E;l,(:iIRGlIAG FEE. $1l:I.00 RECORDED 13Y hclevOrrl Parcel ID Number: 17-20-31-502-0000--' "O The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve. Pia 81 Pis 93-102, Lot -\'+P — Address: 0,to A, t-c,`rn S ualtcku V 1 > pL Lb GENERAL DESCRIPTION OF IMPROVEMENT: r-1.. 4--4, Alms. CC= OWNER INFORMATION: Name: Starlight Homes Florida, LLC -- Address: 1406 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 32746Cr_ 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 Id1 To receive a copy of the Llenor's Notice as Provided in Section 7.13.13(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 OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Unde n It: tees rjury, I declare that I have read the foregoing and that the facts stated in it are true to th be wledge lief. Signature Owner's Panted 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 fi= County of t ?! J—--: The foregoi g Instrument w ar:kn wledged before me this t ' ' day of 20 bymiffi&Who is perso ally known to meLWNameofpersonmakingstatement OR who has produced Identification 0 type of identification produced:.__ 1W— YA shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 -- -Notary Signature 061S Expires 6/2112021 THIS INSTRUMENT PREPARED By: Amy Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Ma[y. FL- 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: l liilll iilii lllii illlt It1l lily il-1 t GRANT I'IALOYr SLh1IMLE COUNTY CI...ERK OF CIRCUIT COURT & COMPTROLLER NK 91.1.14 Pi 1.265 (IP:js) CLERM 5 Y 2018036966 RECORDED 04,'0/2018 01:14.35 1=N RECORDING FEES .10.00 RECORDED BY llclevore, Parcel ID Number: 17-20-31-502-0000- Px QO 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 .9% -Q Address: 2,to r r,. r t, V N 3a7-t GENERAL, DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA 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 In addition to himself, Owner Designates NA 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 adifferentdateIsspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7-13, 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. Undo n Itfe erJury, I declare that 1 have read the foregoing and that the facts stated in. It are true to th be my k wledge Lef. wnere Signature Owner's Printed Name Florida Statute 713.13(t)(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 l Io The foregoi g Instrument ww2Lacknqwledged before r this day of -,h owy LA by. I1{ N—nptWho is personally known to me 2 Name of person making statement OR who has produced Identification type of identification produced: SA- Shayne Mangel NOTARY PUBLIC SSTATE OF FLORIDA Comm# GG113111 WE is Expires6/21/2021 dary Signature REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED no,..,,;* 41 Address: BUILDING PERMIT Min Max Inspection Descri tion 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence VEEC,TRICALPERMIT w, : }...,. ;.,.... ._....... r,. t.. : Min Max Inspection Descri tion 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final w: e xv {ITCgq^P ING FrRMIT : •',.",_nUlu.._.1. :i..:k". l.S..u... Min Max K r ...... .:s ?vF°: aa x.., °' MINIM.t Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1.000 Plumbing Final Min Max Ins ection Descri tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 21014 nL! 61,D C'01 Y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 240 - 1551 SL Builder Name: Starlight Homes gUILp Street: 2625 Green Swallow Way City, State, Zip: Sanford FL 32773 Permit Office: Segingle County 6tt11 0 4 Permit Number: Sqtv"OFFOwner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) O A 1. New construction or existing New (From Plans) 9. Wall Types (1675.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1362.70 ft' b. Frame - Wood, Adjacent R=13.0 312.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1567.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1567.00 ft' 6. Conditioned floor area above grade (ft') 1567 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(139.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 313.4 a. U-Factor: Dbl, U=0.34 98.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14, Hat water systems 8. Floor Types (1567.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1567.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 47.64 Glass/Floor Area: 0.089 PASSTotalBaselineLoads: 49.88 I hereby certify that the plans and specifications covered by Review of the plans and t Vi.E S714 this calculation are in compliance with the Florida Energy specifications covered by this IV0, = °rF0 Code. calculation indicates compliance with the Florida Energy Code. 0 PREPARED BY: DATE: Before construction is completed this building will be inspected for I °I " d compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. f, `. with the Florida Energ T. WE NOWNER/Q T.--ha OFFICIAL: DATE: 3 DATE: G- tt!i 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/ 18/2018 11:52 AM 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 240 _ 1551 SL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms:' ' 3 °"' `' ` "' ' Y °` Conditioned Area: 1567 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: SFrebl Ad3r"ess"" 240 Wyndham 2625 Green Swallow W 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 1567 14573.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1567 14573.1 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 146 ft 0 1567 ftZ 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1752 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 1567 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss TypeE# 1 Under Attic (Vented) Main 30 Blown 1567 ftz 0.1 Wood 1/18/2018 11:52 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Ornt Adjacent " p ' 'Cavity'' Width' --Heigh?' -' '""" S%Alf ffig Framirig Solar Below Tr) Wall TVP,- S aceArP2if Aho;nrmripo 1 E 2 N 3 W 4 S 5 N 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 31 9 9 4.1 24 6 9 4.1 45 0 9 4.1 44 9 9 13 33 6 9 4 296.3 ftz 4 228.7 ftz 4 420.0 ftz 4 417.7 ft2 4 312.7 ftZ 0 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 2 E Wood Main E Wood Main None None 39 3 39 2 10 6 10 6 10 20.5 ftz 19.4 ftz 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 W 3 Vinyl Low-E Double Yes S 4 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 0.34 0.26 N 0.58 0.25 N 8.0 ft' 1 ft 0 in 16.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 60.0 ft' 1 ft 0 in 41.0 ft' 1 ft 0 in 1 ft 0 in 2 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/bl'.nds Exterior 5 Exterior 5 Exterior 5 Exterior 5 None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407 ft' 407 ftz 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1700.2 93.34 175.54 .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 1/18/2018 11:52 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type . SubType:. _. LL"atcr EF .- .Cap- o"USee - SetPnt- Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS V/ Supply --- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 313.4 ft Main 78.35 ft Prop. Leak Free Main cfm 47.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingjXjJan Feb j Mar A r Ma X Jun X Jul X Au X Se Oct [ ] Nov Dec HeatinJan Feb X] Mar Xjf Apr E May f Jun 4 Jui 4 Au4 Sep f Oct [X] Nov f 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 51 0 0 1 - Electric Heat Pump m 1 -Central Unit 1/ 18/2018 11:52 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 PERFORMANCE LEVELF-- L (EPL) ENERGY DISPLAYkPLr,Y R 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: 2625 Green Swallow Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1567 b. NIA Area c. N/A 98.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 41.00 ft2 12. Cooling systems ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 1567.00 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:3nDate: 3b[ 12 Address of New Home: a- City/FL Zip: Insulation Area R=4.1 1362.70 ft2 R=13.0 312.67 ftz R= ft2 R= ft2 Insulation Area R=30.0 1567.00 ft2 R= ft2 R= ft2 R ft2 6 313.4 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat y0V jHE s7-4_ 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. 1/18/2018 11:52 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 A1'R,,BARRiE-R,Av1D INSULATION INSPECTION' COMPONENT CRITERIA Project Name: Lot 240 - 1551 SL Builder Name: Starlight Homes Street: 2625 Green Swallow 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and anygaps 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire si2rvnkler cover plates and walls or i' a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/18/2018 11:52 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Envelope Leakage Test Report Performance Method Project Name: Lot 240 - 1551 SL Builder Name: Starlight Homes Street: 2625 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1567 sq.ft. Cond. Volume: 14573 cu ft. Envelope Leakage Test Results Regression Data: L n: Single or Multi Point Test Data a 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. 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: 1/18/2018 11:52 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR Dl1ILDINGH'C®NSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 240 - 1551 SL Builder Name: Starlight Homes Street: 2625 Green Swallow 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 1567 House Duct Total Conditioned Floor Area) System Leaka e Qn,out)' 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 /18/2018 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: 1/18/2018 11:52 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham wrightsoft° ' 1 Date: 10/10/2016 Entire House er Energy Air, Inc Plan: 1589S 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom VVeb: vmv.energyair.00m For: Lot 240 -1551 SL, Starlight Homes 2625 Green Swallow Way, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 14474 Btuh Ducts 1606 Btuh Central vent (51 cim) 1440 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 17519 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Colingg Area (ftz) 1560 1560 Volume (ft') 14553 14553 Airchanges/hour 0.26 0.14 Equiv. AVF (ctm) 63 34 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 11149 Btuh Ducts 2764 Btuh Central vent (51 cfm) 982 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipmentsenslbleload 14895 Btuh Latent Cooling Equipment Load Sizing Structure 1605 Btuh Ducts 272 Btuh Central vent (51 ctm) 1508 Btuh Outside air Equipment latent load 3385 Btuh Equipment Total Load (Sen+Lat) 18280 Btuh Req. total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO240000A Cond CH14NBO240000A AHRI ref Coil FB4CNP030L AHRI ref 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 cfrn Actual airflow 899 cfm Airflowfactor 0.056 cfmBtuh Airflowfactor 0.065 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 33 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE EldWitalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-1 8 11:50:50 wrightsoft' Right-Suite@Uniwrsal20l7 l7.0.28 RSU17013 Page 1 AC(ZA' pedfidVymdham Preserve\Lot 240 -1551 SL.rup Calc= MA Front Doorfaces: S wrightsoft" Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.00m VVeb: vmw.energyair.com For. Lot 240 -1551 SL, Starlight Homes 2625 Green Swallow Way, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 10/10/2016 Plan: 1589 S Outdoor design DB: 92.6°F Sensible gain: 14895 Btuh Entering coil DB: 77.0°F Outdoor designWB: 75.9'F Latentgain: 3385 Btuh Entering ooil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 18280 Btuh Indoor RH: 50% Estimated airflow: 899 cIm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 chn Sensible capacity: 16678 Btuh 112% of load Latent capacity: 4080 Btuh 121 % of load Total capacity: 20758 Btuh 114% ofload SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 17519 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.OoF Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 163% of load Capacity balance: 33 °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 109% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan-18 11:50:50 wrightsoft, Right -Suite® Universal 2017 17.0.28 RSU17013 Page 1 ACCA ...pecifidwyndham Preserve\Lot 240 -1551 SL.rup Calc= MJ8 Front Doorfaces: S Duct System Summary Job: Starlight -Wyndham wrightsoftm Date: 10/10/2016 Entire House %r Energy Air, Inc _. Plan: 1589S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: wtiw.energyairmm For. Lot 240 -1551 SL, Starlight Homes 2625 Green Swallow Way, Sanford, FL32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.183 in/100ft 0.183 in/100ft Actual airflow 899 cfm 899 Cfm Total effective length (TEL) 153 ft Name Design Btuh) Htg Cfm) Clg dm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 c 110 3 7 0.360 4.0 Ox 0 VIFx 7.8 70.0 bed2 c 1332 73 86 0.189 6.0 Ox 0 VIFx 23.5 125.0 st2 bed3 h 1832 102 70 0.193 6.0 Ox 0 VIFx 20.1 125.0 st2 d2-A h 474 26 16 0.187 4.0 Ox0 VIFx 24.7 125.0 st2 d3-A h 924 52 29 0.183 5.0 Ox0 VIFx 27.8 125.0 st2 tam-din-ldt C 3198 168 207 0.295 8.0 Ox0 VIFx 14.9 80.0 farrrdin-lat-A c 3198 168 207 0.268 8.0 Ox0 VIFx 24.6 80.0 foyer h 1318 74 73 0.350 5.0 Ox 0 VIFx 5.1 75.0 laun c 691 2 45 0.386 4.0 Ox 0 VIFx 2.6 70.0 m bath h 818 46 34 0.198 4.0 Ox 0 VIFx 16.2 125.0 st1 m bed h 1520 85 65 0.196 6.0 Ox 0 VIFx 17.6 125.0 st1 Wc h 1796 100 61 0.190 6.0 Ox 0 VIFx 22.6 125.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type ctm) 01m) FIR fpm) in) in) Material Trunk st1 PeakAVF 231 159 0.190 523 9.0 0 x 0 VinlFlx st2 PeakAVF 254 202 0.183 575 9.0 0 x 0 VinlFlx Boldlttalic values have been manuallyovenfdden 2018-Jan-18 11:50:50 wrightsoft' Right -Suite@ Universal2017 17.0.28 RSU17013 Page 1 ACCA ...pecifiriwyndham Preserve\Lot 240 - 1551 SL.rup Calc= MA Front Door faces: S Name Ijlle , Size (in) Fitg cfm) Cla cfm) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mat! Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-18 11:50:50 wrightsoft, Right -Suite® Universal 2017 17.0.28 RSU17013 Page ACCA ...pedfidVymdharnPreserve\Lot240 -1551 SL.rup Calc=MJ8 Front Dooriaces: S N w Job #: Starlight -Wyndham Performed for: Lot 240 -1551 SL 2625 Green Swallow Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8"= 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2018-Jan-18 11:51:57 Presene\Lot 240 - 1551 SL.rup VTR 00 Or c O TL PLAN 1551 PLUMBING RISER Di/ AUTO VENT NL f°n,:. N C ,•'p 11 u= NCO a, Nv rr1 o ' LJ v o c c m r s DIINMNSIION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 240 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= 1,567 SQ.FT. GARAGE = 407 SQ.FT. ENTRY = 44 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 51 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 36.2 % SOD = 4,547 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD = 258 SQ.FT. TOTAL AREA AR = 8,680 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 309 SQ.FT. SOD: = 4,805 SQ.FT. V"NDHAMPRESERVE, - O0 PLOT OPLAN PCP CENTER Q_ _ LINE 391.64' S89'43'03"W _ PCP V GREEN SWALLOW WAY 50' RIGHT—OF—WAY o CONC CURB-1 (PRIVATE ROAD) PROPOSED 5' a• • •.a • 4 CONNC2SIDE2WALK ' • ° '• o 10' UTILITY d e as EASEMENT ( P) W M g d-.—- M N dXD: GV PROPOSED WALK1. L.7' - ---° - 8.7' T5.0'' LOT 239 LOT 248 17. 3 20.0 4 0 7. 3 PROPOSED 1 STY RESIDENCE 2625 GREEN SWALLOW WAY I M MODEL 1551 HALLEY ELEVATION - S GARAGE - LEFT oo quipmen LEGEND:ADUSSD—Access Drains a Utilities Sidewalk LB —L tensed Business / 9 / / BFP— Backflow. Preventer Distance Easement S — Survey : PRM—Permanent Ref. Monument R — Reported PCP —Permanent Control Point J/Sight D — Description FP&L —Florida Power & Light P — Plat FFE—Finish Floor Elevation D. 8. —Deed Book R —Water Meter O. R.—Official Records Book X—Water Valve P. B. —Plat Book Cr—Fire Hydrant g.— Elevation RC® — Reclaimed Water Meter E RCD4—Reclaimed Water Valve Conc. — Concrete- Cable Box BP — Brick Paver m—Telephone Box SW — Sidewalk E—Electric Box FFE— Finished±,Floor Elevation 0—Utility Pole CI — Curb InIdt Guy Pole GTI— Grate Top Inlet Light Pole P. U.E.—Public Utility Easement E--Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl,, Chloride C—Storm Sewer Manhole NCS— No Comet Set (Falls in Water) G—Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E.—Drainage%Utility Easement COO —Clean Out FMGD— MAG NAIL & DISK ICVDG—Irrigation Control Valve P. K.—Parker Kolon Nail p—Sign SIR —' Set 1/2" Iron Rod L87768 WX—Gate Water Valve SPKD— Set P.K. & Disk LB7768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 II—Existing Grade FIP— Found 1/2" Iron Pipe L87768 a —Blow —off Valve FPKD— Found P.K. Nail & Disk LB7768 —ft. —Drainage Flow Direction FCM— Found 4"x4" Concrete 0—Proposed Design Grade Monument PRM LB7778 10.2—As—Built/Existin Grad Note: Some items in above leaen may not be aoo icable li Description I Date I Dwn.ICk'd I P.C.IOrder No. 341 N 0 LOT 241 FFE= 24.7 O 8. 7- i 44.7 D A/C 33.2 PAD o pAT10 10. 0 1 LOT 240 AREA = 7,130 S.F. ± I I r - SOUTH BOUNDARY LINE OF LOT 240 N 62. 00' 589043 LOT 247 BUILDING TLAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items -shown hereon were taken from engineering plans and 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) AAP( J EL Perinitti nj QN.LY) 5 = •, J es D. Levrner>> LS6915 FLRIDAPROFESSIONALSURVEYOR &MAPPER N0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL ZON' N,5&,CAQ Ok to construct single family home with setbacks and impervious area shown on plan. 3(o. ZQ/o jmnvo 1551 l-pulley - S 6rL LOT 246 PREPARED IFOR: ASHTON WOODS lFII. 30D 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 240, 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 GeN nuint' Surveying, inc- Drawn: JE Checked: JDL I P.C.: Data File:ftsonEast-Plat Date: 0 1 /28/18 1 Dwg:BdssonEast-1.44o Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 ' E. Field Bk: RECORD COPY m.r ELECTRICipWE - Ashton Woods Homes Seminole 1551 Starlight LOAD CALCULATION May 26, 2017 I. HVAC LOADS {NEC 2011 - 220.82(C)(3) - Ml 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 II. GENERAL LOADS {NEC 2011 - 220.82(B)(1) - (4 QTY LIGHTING 1567 Sq Ft @ 3VA/Sq. Ft VALUE 4.70 TOTAL KVA KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 3UIL0 b 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 1RJT v 9.60 30AMP POOL CIRCUIT 7.20 80A P POOIL, CIRCUITIRCUT # 1 8- 1 19.2006p4 CONNECTED LOAD (GENERAL LOADS) 35.20 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.08 KVA SUB -TOTAL (GENERAL LOADS) INEC 2011- 220.82(B)l 20.08 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.08 KVA TOTAL DEMAND LOAD INEC 2011- 220.82(A)l 30.47 KVA MINIMUM SERVICE SIZE 126.94 AMPS RECOMMENDED SERVICE SIZE 150 AMPS MM Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek R`C)" D COPY RE: WP0240 - WP0240 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0240 Model: 1551 Lot/Block: 240 Subdivision: Wyndham Preseve Address: City: Orlando 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 1.40 mph Roof Load: 37.0 psf Floor- Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT13025958JAl 1/23/18 118 T13025975 82 1/23/18 12 1 T13025959 1 A2 1 1 /23/18 19 T13025976 1 BJ 1 1/23/18 13 T13025960 1 A3 1 1/23/18 120 I T13025977 1 BJ3 1/23/18 14 1 T13025961 I A4 1 1/23/18 121 I T13025978 1 BJ5 1/23/18 15 1 T13025962 1 A5 1 1/23/18 122 1 T13025979 1 CJ7 1/23/18 16 1 T13025963 1 A6 1 1/23/18 123 I T13025980 J EJ6 1/23/18 17 1 T13025964 1 A7 1 1/23/18 124 I T13025981 J EJ6A 1/23/18 18 1 T13025965 1 A8 1 1/23/18 125 1 T13025982 1 EJ7 1/23/18 19 T13025966 1 A9 1 1 /23/18 126 1 T13025983 1 MV1 1 1/23/18 1 110 I T13025967 J A10 1 1/23/18 127 1 T13025984 1 MV2 1 1/23/18 Ill I T13025968 J Al l 1 1/23/18 '1 1 1 1 J 112 I T13025969 I Al2 1 1/23/18 113 I T1302597O I A13 1 1/23/18 114 1 T13025971 1 Al 1 1/23/18 115 1 T13025972 1 All 5 1 1/23/18 116 I T13025973 I A16 1 1/23/18 117 1 T1 3025974 1 B1 1 1/23/18 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. 0VILDINC a SANFORD A• o 39380 V • • cc r STATE OF .' 4/ ` v ' 111 Thomas A. Alberti PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 604 January 23,201.8 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply W P0240 T73025958 w P0240 A l Hip 1 1 001 Job Reference (optional) Builders FirstSource. Tampa, Plant City, Florida 33566 f —v s Aug i o cu i r MiTuk ii--hi s, um. i ue a- Zo . :,, o io aga I D:AeAoAT VyRAF F51m F42 W 41 SypZgj-agyxHcayFhoj iul03Zdb4bgxnFT4Hc H XCxJ dVGzsYW w 23-5-8 1-0- 7E-1 14-4-4 21-2-B -4- 30-3-12 37-1-165-8- 0-0 7£-1 64,0-4 6-70-4 1-1-R 1-1-8 6-10-4 6-10d Scale = 1:79.7 3x8 — 3x6 I 5.00 12 3x8 = 6 7 8 3x8 = 20 19 io C1 17 15 14 3x8 = 2x4 4x6 3x8 = 3x4 = 2x4 11 3x4 4x6 = 23-5-B 76-1 74.4-4 21-2-8 4- 30-3-12 37-1-15 44-8-0 78-7 6-10-4 6-10.4 1-1-8 1-1-B 6-10-4 6-10-4 7-6-1 Plate Offsets (X Y)-- 12:0-4-2 0-1-8] 14 0-3-0 Edge], 16 0-4-0 0-1-131 18:0-4-0 0-1-131 (10:0-3-0 Edge) 112:0-4-2 0-1-81 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.32 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.79 15-17 >671 180 BELL 0.0 ' Rep Stress Incr YES W B 0.66 Horz(TL) 0.26 12 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix) Weight: 230lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 5-17, 9-17, 7-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz2=-129(LC 17) Max Uplift2=-447(LC 12), 12=-447(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3538/2142, 3-4=-2916/1835, 4-5=-2788/1855, 5-6=-2203/1499, 6-7=-1964/1453, 7-8=-1964/1453, 8-9= 2203/1499, 9-10=-2788/1855, 10-11=-2916/1835, 2=-3538i`2142 BOT CHORD 2 `20= 1826/3173, 19-20=-1826/3173, 18-19=-1405/2625, 18-21— 140512625, 17-21= 1405/2625, 17-22=-1407/2625, 16-22=-1407/2625, 15-16=-1407/2625, 14-15=-1839/3173, 12-14=-1839/3173 WEBS 3-20=0/292, 3-19= 609/475, 5-19=151/479, 5-17=-857/634, 9-17=-857/634, 9-15=-1511479, 11-15=-609/475, 11-14=0/292, 7-17=-715/1164 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=447, 12=447. 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cent 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mifek) connectors. This design is based only upon parameters shown, and is for an Individual building component, not a In. iss system. Before use, the building designer must verify The applicability of design p ranefers andproperly incorporate this design into the overall building design. Bracing indicated is to prevent ixickling of individual truss web and/or chord members only. Additional temporary and permanent bracing .:MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 T13025959 W P0240 A2 Hip 1 1 WP0240 009 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 07:57:51 2018 Page 1 I D:AeAoATVyRAFFSIMF42W 41SypZgj-D89TpikU RNJ08kgJm4rPZ79_35a_52cIzpDGxZzsYW k 14-2-10 21-0-0 22-4-Q 30-5-6 37-2-13 _ - s 44-8-0 Q5-8-0 0- 7-5-3 6-9-6 6-9-6 1-4-0 8-1-6 6,1 6 1 7-5-3 -0-d Scale = 1:79.7 3x8 3x6 I 5.00 12 3x8 6 7 8 3x8 - 20 19 16 L1 17 2z 16 15 14 3x8 - 2x4 II 3x4 —,4x6 = 3x8 = 4x6 = 3x4 - 2x4 23-8-0 14 2-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.33 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Veri(TL) -0.82 17-19 >642 180 BCLL 0.0 * Rep Stress Incr YES W B 0.64 Horz(TL) 0.26 12 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 230 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 9-17, 7-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz2=-128(LC 13) Max Uplift2=-446(LC 12), 12=-446(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3541/2142, 3-4=-2926/1856, 4-5=-2785/1858, 5-6=-2209/1498, 6-7=-1973/1452, 7-8=-1973/1452, 8-9_ 2209/1498, 9-10=-2785/1858, 10-11=-2926/1856, 11-12=--5541/2142 BOT CHORD 2-20=-1826/3175, 19-20= 1826/3175, 18-19=-1410/2634, 18-21= 1410/2634, 17-21 =-1 410/2634, 17-22=-1412/2634, 16-22=-1412/2634, 15-16=-1412/2634, 14-15=-1839/3175, 12-14_ 1839/3175 WEBS 3-20=0/287, 3-19=-600/470, 5-19=-149/479, 5-17=-854/629, 9-17=-854/629, 9-15=-149/479, 11-15=-600/470, 11-14=0/287, 7-17=-694/1143 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=446, 12=446. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify 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(f) connectors. this design is based only upon parameters shown, and is for an individual building component, not a truss syslem. Before use, the building designer must verity the,, ipplicability of design parameters and propery incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersMiTek' only. Additional temporary and permanent bracing : i V iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, 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 PlyTJPboRefee,,,,e 0 T13025960 W P0240 A3 Hip 1 optional) Builders FirstSource, Tampa, Plant Cey, Florida 33566 1.64u s Aug 1 ti zui r Mi r ex industries, inc. i us can z3 ur:bnbz zu16 rage i I D:AeAoATVyRAFF5lm F42 W 41 SypZgj-hK ErO2k6BhRtmuFVJ oMe5KiA6UvOgVVSCTypTOzsYWj O- 7-3-7 13-11-2 20-6-12 24-1-4 30-8-14 37-4-9 44-8-0 -8- 0- 6-7-10 6-7-10 3-6-8 6-7-10 6-7-10 7-3-7 TO-0 5.00 12 5x8 = Sx6 = 3x8 = 20 19 10 17 16 1' 14 13 3x8 = 2x4 11 3x4 = 4x6 = 3x4 = 3x8 = 4X6 = 3x4 = 2X4 I1 13-11-2 37-4-9 1:80.1 Iv0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.30 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Veri(TL) -0.71 17-19 >743 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 251lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-17, 6-16, 8-16 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz2=-125(LC 17) Max Uplift2=-443(LC 12), 11=-443(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3544/2139, 3-4=-2951/1867, 4-5=-2813/1868, 5-6=-2316/1564, 6-7=-2078/1514, 7-8=-2318/1564, 8-9=-2813/1868, 9-10=-2951/1867, 10-11=-3544/2139 BOT CHORD 2-20=-1824/3178, 19-20=-1824/3178, 18-19=-1426/2662, 18-21=-1426/2662, 1/-21=-Ii2.,,2662, 1,6_1.=-977/2077,'6-22= 142W2661, 15-22=-1428J2661, 14-15=-1428/2661, 13-14=-1837/3178, 11-13=-1837/3178 WEBS 3-20=0/28413-19=-585/450, 5-19=-144/455, 5-17= 789/604, 6-17=-365/609, 7- 16= 365/608, 8-16=-787/602, 8-14=-143/453, t 0-14= 586/450, 10-13=0/285 NOTES- ( 8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=443, 11= 443. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) " 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekrf connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not a truss system. Before use, the building designer must verify the agDlicability of design parameters and properly incorporale this design into the overall !!! building design. &acing Indicated is to prevent buckling of individual truss web and/or chord memt>fers only. Addltional lemporary and permanent bracing-:MiTek• Is always required for slability and 10 prevent collapse with possible personal injury and property carnage. For general guidance regarding the fabrication, storage, dellvery, 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 City Ply WPO240 T13025961 W P0240 A4 Hip 1 1 011 Job Reference(optional) Builders FirstSource, Tampa, Plant Cry, Florida 33566 7,640 s Aug 16 201 ( mi eK inaustnes, Inc. I ue uan ze u t)7:53 2018 rage 1 I D: AeAoATVyRA FF51m F42 W 41 SypZgj-AW oD DOI ky?ZkN2gitVtteY FLEuFRZ_gb07iN?SzsY W i 1-0- 7-1-3 13-6-10 20-0-0 24-8-0 31-1-6 37-6-13 44-8-0 -8- 0- 7-1-3 6-5-6 6-5-6 4-8-0 6-Sf> 6-5-6 7-1-3-0- 5.00 Fl2 5x6 = 5x8 = Scale = 1:80.1 3x8 = le 11 I0 14 Ia 13 . c — .I 3x8 = 3x4 = 5x6 WB= 20-0-0 3x8 = 3x4 = 5x6 W B = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.41 11-13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.9611-13 >549 180 BCLL 0.0 Rep Stress Incr YES W B 0.47 Horz(TL) 0.23 9 n/a n/a BCDL 10.0 Code FBC2014/-FP12007 Matrix) Weight: 238 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 `Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 12-15: 2x4 SP No.2 5-10-6 oc bracing: 13-14. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 6-14, 7-13 OTHERS .2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 9=1700/0-8-0 Max Horz 2=-1 22(LC 17) Max Uplift2= 439(LC 12), 9=-439(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3487/2146, 3-4= 3224/2005, 4-5=-2373/1582, 5-6=-2132/1528, 6-7=-2372/1581, 7-8=-3224,c•OG5, 8-9= 3487/2146 BOT CHORD 2-16= 1836/3145, 16-17=-1451/2669, 15-17=-1451/2669, 14-15= 1451/2669, 14-18=-1006/2131, 13-18= 1006/2131, 12-13=-1454/2669, 12-19=-1454/2669, 11 - 1 9=- 1454/2669, 9-11= 1847/3145 WEBS 3-16= 321/377, 4-16= 223/562, 4-14— 728/599, 5-14=-349/639, 6-13=-350/658, 7-13=-729/600, 7-11=-223/563, 8-11=-321/376 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=439, 9=439. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." io0 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev- 1010312015 BEFORE USE. Design valid for use only wish MITek0 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 pxirarneiers and properly incorporate this design into file overall g building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing M! i• ek• is always readied for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding ll)e fabrication, storage, delivery, erection and bracing of trusses and truss systems. 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 24o WboR T13025962 W P0240 A5 Hip 1 1 01 Joeference o tional Builders FirstSource. Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Tus Jan 23 07:57:53 2018 Page 1 I D:AeAoATVyRAFF5lm F42 W 4l SypZgj-AW o D DOlky?ZkN2gitVtteYFLLu 19ZOjbQ7iN?SzsY W i O- 6-7-12 12-2-9 18-7-4 26-0-12 32-5-7 38-0-6 44-8-0 -8- 0- 6-7-10 5-7-0 6-4-11 7-5-8 6-4-11 5-7-0 6-7-10 -0- 1 0 5. 00 F12 5x6 = 5x8 = Scale = 1:80.1 3x8 = 18 19 20 11 76 Z1 15 w Cc co w 3x8 — 3x4 = 4x6 - 3x8 = 3x4 = 4x6 = 3x4 = 8- 7-10 18-7-4 26-0-12 36-0-6 44-8-0 8- 7-10 9-11-10 7-5-8 9-11-10 8-7-10 Plate Offsets (X Y)-- 2'0-4-2 0-1-81 (6:0-3-0 0-2-41 17 0-5-12 0-2-81 f11:0-4-2 0-1-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.34 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.91 16-18 >579 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.22 11 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 230 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 4-16, 7-16, 9-15 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz2= 114(LC 12) Max Uplift2=- 430(LC 12), 11= 430(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3538/2128, 3-4=-3347/2074, 4-5=-2507/1608, 5-6=-2440/1627, 6-7=-2262/1574, 7-8=- 2439/1627, 8-9=-2507/1608, 9-10=-3347/2074, 10-11=-3538/2128 dV-I CHIORD, 2-18=-162`.3i'•5, i8-i9=-i 515 76- ., 20=-151512 62, 17-2C= i515/2, 62 16-17= 1515/2762, 16-21=-1087/2261, 15-21=-1087/2261, 14-15=-1519/2762, 14-22=- 1519/2762, 22-23=-1519/2762, 13-23=-1519/2762, 11-13=-1834/3175 WEBS 3- 18= 240/301, 4-18=-231/529, 4-16=-654/556, 6-16=-291/610, 7-15=-292/644, 9-15=- 654/556, 9-13=-231/530, 10-13=-240/301 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=430, 11=430. 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 WARNING - Verify 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 11 L Ms sysiern. Before use, the, building designer must verify the alADlicability of design parameters and properly incorporate this design into file overall buckling it truss chord members only. Additional temporary and permanent bracing ffek" building design. Bracing Indicated Is to prevent of web and/or Is always required for stability and to prevent collapse with possible lx:rsonal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabricatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPH Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety InformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Suite 312Alexandria, VA 22314. Job Truss Truss Type Oly Jpb T13025963 W P0240 A6 Hip 1 optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1.64u s Aug 18 2u1 r rai I ek industries, Inc. I ue uan 23 07 5 54 20i a rage I I D:AeAoATVyRAFF5lmF42W 41 SypZgj-ej McRkmMj I hb?CP uR D06AInZAI dv I UskfnRwXuzsY W h 1-0- 6-1-15 11-4-5 18-0-0 22-4-0 26-8-0 33-3-11 38-6-1 44-8-0 -8- 0- 6-1-it 5 5-2-6 6-7-11 4-4 6-7-11 5-2-6 6-1-15 -0- 5x8 = 5,00 12 5x6 = Scale = 1:80.1 3x8 = Its I1 16 Ia 15 . w 3x8 = 3x4 = 4x6 = 3x4 = 3x8 = 4x6 — 3x4 = Io0 18-0-0 26-8-0 35-4-2 44$-0 99-3-14 3-14 8-8-2 8-8-0 8-8-2 9-3-14 Plate Offsets (X Y)-- 12 0-4-2 0-1-8] 16 0-5-4 0-2-4] ]7 0-3-0 0-2-4] 11 0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.33 15-16 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.76 15-16 >694 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.23 11 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 229lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. BOT CHORD 2x4 SP No.1 `Except` WEBS 1 Row at midpt 5-16, 6-15, 8-15 14-17: 2x4 SP No.2 WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=-11 O(LC 17) Max Uplift2=-425(LC 12), 11=-425(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3508/2136, 3-4=-3287/1998, 4-5= 3187/2014, 5-6=-2567/1647, 6-7=-2317/1596, 641, 3-9= 318-,2013, 9-10=-328711S. 11=-3508,Qt BOT CHORD 2-18=-1832/3163, 17-18=-1557/2844, 16-17=-1557/2844, 16-19=-1123/2317, 15- 19=-1123/2317, 14-15=-1562/2844, 13-14=-1562/2844, 11-13=-1845/3163 WEBS 3-18=-236/289, 5-18=-138/442, 5-16=-662/541, 6-16= 260/597, 7-15=-259/597, 8- 15=-662/541, 8-13=138/441, 10-13=-236/289 NOTES- ( 8) 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 Exterior(2) 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=425, 11= 425. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) " 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." Thomas A. Albani PE N09380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify 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 MiTekO 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 must verify the applicability of design parameters and propel ly incorporate this design into the overall individual truss chord members only. Additional temporary and pennanent bracing MiTek' buildingdesign. Bracing Indicated is to prevent buckling of web and/or 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, se.eANSI/TPI] 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 T13025964 W P0240 A7 Hip 1 1 WP02411 014 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 - 7.640 s Aug 16 2017 MiTek Industries, Inc. Tus Jan 23 07:57t65 2018 Page 1 I D:AeAoATVyRAFF5lmF42W 41 SypZgj-6vw_e4n_UcpSdM_4?wv LjzKi liyyl wQuuRB U4LzsYW g 1-0- 5-10-15 10-0-3 17-0-0 22-4-0 27-8-0 34-7-13 38-9-1 44-ll -8- 0-O 5-16-19 4-1-4 6-11-13 5-4-0 5-4-0 6-11-13 4-1-4 5-10-15 -0- 5.00 12 5x6 = 3x4 = 5x6 = 5 6 7 Scale = 1:80.1 1 iol 00 3x8 = 17 16 f8 t5 19 13 14 12 3x8 = 3x4 = 4x6 = 3x8 = 3x4 = 3x8 = 4x6 9-1-1,1 17-0-01,1, 27-8-0 35-6-5 44-8-0 97-10-5 10-8-0 7-10-5 9-1-11 Plate Offsets (X Y)-- j2:0-4-2 0-1-8) j4:0-3-0 0-3-0) (5:0-3-0 0-2-4) 17:0-3-0 0-2-4) )8:0-3-0 0-3-01 (10:0-4-2,0-1-8) LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Verl(LL) 0.50 14-15 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) 1,1314-15 466 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.23 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 234 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 `Except' 4- 5,7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-104(LC 17) Max Uplift2=-418(LC 12), 10-418(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 6-14, 8-14 FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3494/2116, 3-4-3309/2025, 4-5=-2666/1668, 5-6=-2402/1620, 6-7=-2402/1620, 7- 8=-2666/1668, 8-9=-3309/2025, 9-1 0=-3494/21 16 T CHORD 2'-17-- 1S --,.= iliv9290,..=-i..J..a :J, ..-13=-126J%GS.. 18-19=- 1260/2506, 14-19=-1260/2506, 13-14= 1646/2980, 12-13=-1646/2980, 10-12=- 1825/3148 WEBS 4- 17=-79/35914-15= 689/552, 5-15-337/670, 6-15=-350/151, 6-14-350/151, 7-14=-337/ 670, 8-14= 689/552, 8-12=-79/359 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=418, 10=418. 7) " Semi -rigid pitchbr'eaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Ceft $634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekO connectors. this design is based only upon rxyramefeis shown, and is for an individual building component, not - - a iRrss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temlwrary and permanent bracing WOW Is always required for stability and to prevent collapse wilh 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 W P0240 T13025965 W P0240 A8 Hip 1 1 015 Job Reference (optional) Builders FirstSource, Tampa. Plant City, Florida 33566 7.640 s Aug 16 2017 Mi I ek Industries. Inc. fue Jan 23 0/:b1:56 2018 Page 1 I D:AeAoAT VyRAFF5lm F42 W 41 SypZgj-a5TMsQncFwyJ E W YHYdQaGAtrg6LwmNb 175w 1 cnzsY W f 1-0- 8-7-3 16-0-0 22-4-0 28-8-0 36-0-13 44-8-0 -8- 0- 8-7-3 7-4-13 6-4-0 6-4-0 7-4-13 8-7-3 -0- Scale = 1:80.1 5.00F12 5x8 = 2x4 II 5x8 — Io0 3x8 = 16 15 1/ 14 1. 13 12 3x8 = 2x4 II 5x8 - 3x8 - 5x8 - 2x4 II 8-7-3 16-0-0 22-40 28-8-0 36-0-13 44-8-0 8-7-3 7-4-13 6-4-0 6-4-0 7-4-13 8-7-3 Plate Offsets (X Y)-- 12 0-4-2 0-1-81 (4 0-3-0 Edge1 15:0-5-12 0-2-8) [7:0-5-12 0-2-8](8:0-3-0 Edge] (10:0-4-2 0-1-8) j13:0-4-0 0-3-01 r15:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.27 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.63 14-15 >844 180 BCLL 0.0 * Rep Stress Incr YES WB 0.33 Horz(TL) 0.24 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 229 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 3-15, 9-13 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-99(LC 17) Max Uplift2=-41o(LC 12), 1O=-410(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3503/2067, 3-4=-2754/1685, 4-5=-2665/1707, 5-6=-2700/1780, 6-7= 2700/1780, BOT CHORD 2-16=-1751/3138, 15-16=-1751/3138, 15-17= 1224/2469, 14-17= 122412469, 14-18=- 1225/2469, 13-18=-1225/2469, 12-13=-1761/3138, 10-12=-1761/3138 WEBS 3- 16=01344, 3-15=-761/599, 5-15=-214/504, 5-14=-195/500, 6-14=-381/315, 7-14=- 195/500, 7-13=-214/504, 9-13=-761/599, 9-12=0/344 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2=410, 10=410. 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. f0/032015 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 I] USs system. Before use, file building designer must verify the applicability of design parameters and properly incorpoi a'le this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab0catlon, storage, delivery, erection and bracing of trusses and truss syslerns, seeANSI/TPt 1 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 Pty WP024o T13025966 W P0240 A9 Hip 1 1 016 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc Tue Jan 23 07:57:57 2018 Page 1 I D: AeAoATVyR A FF5lmF42 W 4i SypZgj-211 k3loFOD4Asf 7T6LxpoO P?O Vd?VioBLIgaBDzsYW e 15-0-0 22-4-0 29-8-0 36-10-2 44-8-0 -8- 0-b 7-9-14 7-2-2 7-4-0 7-4-0 7-2-2 7-9-14 -0- 5,00 F12 5x8 = 2x4 11 5x8 = Scale = 1:80.1 3x8 = 18 17 ru " 15 - 1113 12 3x8 = 2x4 11 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = 2x4 11 Io0 7-9-14 15-0-0 22-4-0 29-8-0 36-10-2 44-8-0 7-9-14 7-2-2 7-4-0 7-4-0 74-2 7-9-14 Plate Offsets (X Y)-- 2:0-4-2 0-1-81 (5 0-5-12 0-2-81 17:0-5-12 0-2-81 110.0-4-2 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.75 13-15 >706 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.26 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-93(LC 17) Max Uplift2=-417(LC 8), 10=-417(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=-3535/2077, 3-4=-2843/1718, 4-5=-2761/1739, 5-6= 2895/1871, 6-7= 2895/1871, 7-8=-2761/1739, 8-9=-2843/1717, 9-10=-3535/2077 BOT CHORD 2-18=-1766/3170, 17-18=-1766/3170, 16-17=-1279/2557, 16-19=-1279/2557, 15-15= , 7 W2557, 15-20 -,2- `2557, 14-20=-12.,.,A25 r', 13-14=-128-0/2557, 12-13=-1778/3170, 10-12=-1778/3170 WEBS 3-18=0/315, 3-17=-691/550, 5-17=-181/490, 5-15=-257/606, 6-15=-447/377, 7-15=-257/606, 7-13=-181/490, 9-13=-691/550, 9-12=0/315 NOTES- (8) 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 Exterior(2) 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=417, 10=417. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10703J2015 BEFORE USE. Design valid for use only with MITek0 connectors. this design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate flits design into the overall is buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing Indicated 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, sec-ANS1/TPI1 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Item Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0240 T73025967 W P0240 A10 Hip 1 1 002 Job Reference o tional omiaers rnsoowce, ianrya, name Y, ID:AeAoATVyRAFF5lmF42W4ISypZgj-20WJVxbaO?xaJ2KCcG8gcoC8KfggO1 BhRb2B2izsYWv 1-0- 7-3-14 14-0-0 19-6-11 25-1-5 30-8-0 37-4-2 44-8-0 -8- 0- 7-3-14 6-8-2 5-6-11 5-6-11 5-6-11 6-8-2 7-3-14 -0- 5.00 F12 5x6 = 5 3x4 = 3x6 = 3x4 = 5x6 = 6 7 8 9 Scale = 1:80.1 3x8 = 20 19 10 z1 LL lr — w 1. 15 14 3x8 = 2x4 11 3X8 =4x6 = 3x4 = 4x6 =3X8 = 2X4 11 7-3-14 14-0-0 22-4-0 30-8-0 37-4-2 44-8-0 7-3-14 6-8-2 8-4-0 8-4-0 6-8-2 7-3-14 Plate Offsets (X Y)-- 2 0-4-2 0-1-8) 15.0-3-0 0-2-4) l9 0-3-0 0-2-4]112 0-4-2 0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.33 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,96 Vert(TL) -0.81 15-17 >649 180 BCLL 0.0 Rep Stress Incr YES W B 0.81 Horz(TL) 0.27 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 227lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-18: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz2=-87(LC 17) Max Uplift2=-427(LC 8), 12--427(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3550/2078, 3-4=-2924/1750, 4-5=-2846/1769, 5-6=-2646/1707, 6-7=-3045/1913, 7-8=-3045/1913, 8-9= 2646/1707, 9-10=-2846/1769, 10-11=-2924/1750, 11 -1 2=-35502i)7B BOT CHORD 2-20=-1771/3186, 19-20=-1771/3186, 18-19=-1553/3005, 18-21=-1553/3005, 21- 22=-1553/3005, 17-22=-1553/3005, 17-23=-1553/3005, 23-24= 1553/3005, 16- 24=-1553/3005, 15-16= 1553/3005, 14-15=-1784/3186, 12-14=-1784/3186 WEBS 3-20=0/285, 3-19=-621/504, 5-19=-401/793, 6-19=-658/326, 8-15= 658/326, 9- 15=401/793, 11-15=-621/504, 11-14=0/285 NOTES- ( 8) 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=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 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 21 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 100 Ito uplift at joint(s) except 6t=1b) 2=427, 12= 427. 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) " 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI/-7473 rev. 1010 2015 BEFORE USE. Design valid for use only with MilekG connectors. This design is based only upon parameters shown, and is for an individual building component, not Raw amisssystem. Before use, the building designer mull verity The applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent tucklfrrg of individual truss web at chord members only. Additional temporary and permanent bracing MiTek' Is always required tot stability and to prevent collapse will) possible personal Injury and property damage. For general guidance regarding the fabrlcallon, storage, delivery. erection and bracing of busses and truss syslerns, 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 WPo2ao T13025968 W P0240 All Hip 1 1 003 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 i.64u s Aug r b zvr r rni ex industries, mc, i ue dan 23 ur.o .4 i 20 is rage I D: AeAoATVyRAFF51n1 F42 W 41 SypZgj-W D3hi HcCnJ3RxCvOA_f3901Ls3AQIZMgg Fo1ka9zsY W u 13-0-0 19-2-11 25-5-5 31-8-0 37-10-2 44-8-0 -8- 1-0- 6-9-14 6-2-2 fi-2-11 6-2-11 6-2-11 6-2-2 6-9-14 -0- 5x6 = 5. Do 3x4 —_ 36 = 3x4 = 5x6 = 5 6 7 8 Scale = 1:78.7 3x8 = 18 17 lb IV ev ro zr cc - 13 12 3x8 = 2x4 11 3x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz2=-81(LC 13) Max Uplift2= 437(LC 8), 10=-437(LC 9) 22-4-0 3x4 = 4x6 = 3x8 = 2x4 II 31-8-0 37-10-2 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.70 Vert(LL)-0.3615-17 999 240 MT20 244/190 BC 0.92 Vert(TL)-0.9215-17 573 180 WB 0.49 Horz(TL) 0.27 10 n/a n/a Matrix) Weight: 224 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3560/2076, 3-4=-3008/1802, 4-5=-2733/1734, 5-6=-3281/2019, 6-7=-3281/2019, 7-8=-2733/1734, 8-9=-3008/1802, 9-10=-3560/2076 l,lfli:RD 2-i8=-17.3,13196,17-1o=-i77 1!3196, 16-i7=1688,`3226 16-19=-`•68.,,..«- 19-20=-1688/3226, 15-20=-1688/3226, 15-21=-1689/3226, 21-22=-1689/3226, 14-22= 1689/3226, 13-14=-1689/3226, 12-13=-1787/3196, 10-12=-1787/3196 WEBS 3-17= 540/452, 4-17=-413/824, 5-17=-782/409, 7-13=-782/409, 8-13=-413/824, 9-13=-540/451 NOTES- (8) 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 Exterior(2) 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, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=437, 10=437. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. lR 1 Design valid for use only with MiTekn connectors. This design Is based only ulpon parameters shown, and is for an Individual building corponent, not I a lRm system. Before use, the building designer nxrst verity the al:)plicabilityof design Ixlrcimeters and properly incorporale this design into the overall i building design. Bracing Indicated is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent bracing --. MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I 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] wP0240T13025969WP0240Al2Hip1 ference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 I.b4V s Aug i b eui i MiTekek inousmes, inc. i ue uan 23 OTST42 2018 Paye I I D: AeAoAT VyRAFF5lm F42 W 41 SypZgj-_Pd3wddgYcBl ZMU akhAl hD ITTSX9 Uzrzvv XH6bzsY W t 1-0- 6-4-8 12-0-0 1 18-11-4 25-8-12 32-8-0 38-3-8 44-8-0 -8- 0- 6-11-4 6-9-8 6-11-4 5-7-8 6-4-8 -0- 5x8 = 2x4 II 3x6 = 3x8 = 5.00 F12 5x6 = 8 Scale = 1:78.7 3x8 = 19 18 77 16 15 i4 13 12 3x8 = 2x4 3x4 = 4x6 3x8 = 2x4 11 3x8 MT20HS= 3x8 = 2x4 18-11-4 1 25-8-12 1 32-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.38 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.89 15-16 >592 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.67 Horz(TL) 0.29 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 229 lb 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 4-3-11 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-16, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-75(LC 17) Max Uplift2=-447(LC 8), 10=-447(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 3569/2069, 3-4— 3080/1838, 4-5=-3512/2159, 5-6=-3512/2160, 6-7=-3512/2160, 7-8=-2811/1764, 8-9=-3081/1838, 9-1 0=-3568/2068 tS'vi CHI 0RD 2-19= i:....•..LU4, I8-19=-1 :66f 3204, 17-18=-+ov;: 15-16=-1838/3511, 14-15=-1838/3511, 13-14=-1838/3511, 12-13=-1783/3203, 10-12=-1783/3203 WEBS 3-18=-468/390, 4-18=-130/396, 4-16=-501/999, 5-16=-392/336, 7-15=0/273, 7-13=-983/495, 8-13=-423/847, 9-13= 467/390 NOTES- (9) 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 Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=447, 10=447. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 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 MtrekO 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 arplicability of design parameters and properly Incorporate this design into the overall Individual taus chord members only. Additional temporary and permanent bracing MiTek' Wilding design. Bracing indicated is to prevent txrckling of web and/or Is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of Trusses and truss systems, seeANSUTPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss city Ply WP0240 T13025970 WP0240 A13 TTrussT— ye 1 7 005 Job Reference (optional) Builders FiWSOUrCe, Tampa, Plant City, Florida 33566 I.b40 s Aug 16 2017 Mi t ex industries, Inc. I ue dan 23 w-onyz 201 n raye I I D:AeAoATVyRAFF5lmF42W 41 SypZgj-_Pd3wddgYcB IZM UakhAl hD ITMSVOUvGzvvXH6bzsYW t 1-0-0 5-2-3 11-0-0 18-7-4 26-0-12 33-8-0 39-5-13 44-8-0 -8- 0- 5-2-3 5-9-13 7-7-4 7-5-8 7-7-4 5-9-13 Scale = 1:78.7 5x8 = 2x4 11 4x6 = 3x8 = Sx6 = 5.00 12 4 5 F 7 8 Io0 3x8 = 19 18 17 16 15 14 13 12 3x8 = 2x4 11 3x4 = 4x6 — 5x8 = 2x4 11 3x8 MT20HS= 3x8 - 2x4 11 5-2-3 1 11-0-0 18-7-4 26-0-12 33-8-0 39-5-13 44-8-0 11 5-2-3 5-9-13 7-7-4 7-5-8 7-7-4 5-9-13 5-2-3 Plate Offsets (X Y)-- 2 0-4-2 0-1-8] (4.0-5-12 0-2-8] (6 0-3-0 Edge] f8'0-3-0 0-2-4] 10:0-4-2 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.40 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.97 15-16 >545 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.30 10 n/a rVa BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 226 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-16, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=70(LC 16) Max Uplift2=-457(LC 8), 10= 457(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3594/2079, 3-4=-3173/1865, 4-5=-3823/2314, 5-6=-3823/2314, 6-7= 3823/2314, 7-8=-2902/1796, 8-9= 3175/1865, 9-10=-3593/2079 8-19=-1. „3203 1. .-.,.V2802, ,484/288 15-16=-2016/3820, 14-15=-2016/3820, 13-14=-2016/3820, 12-13= 1807/3229, 10-12= 1807/3229 WEBS 3-18=-387/343, 4-18=-83/377, 4-16=-622/1211, 5-16=-431/370, 7-15=0/299, 7-13= 1189/613, 8-13=-405/851, 9-13=-384/342 NOTES- (9) 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 Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=457, 10=457. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1070"015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upxn parameters 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 incorporale, Mis design into the overall building design. Bracing indicated is to prevent txtckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and buss 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 Oty Ply W PO240 T73025971 W P0240 A14 Hip 1 1 006 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 07:57:43 2018 Page 1 ID:AeAoATVyRAFF5lmF42W41SypZgj-SbBR7zdTJwJ9BW3nlPhXERgiVsuODUP77ZHre1 zsYWs 10-0-0 16-2-0 22-4-0 28-6-0 34-8-0 39-4-2 44-8-0 -8- 0- 5-3-14 4-8-2 6-2-0 6-2-0 6-2-0 6-2-0 4-8-2 5-3-14 -0- 5x6 = 5.00 12 3x4 = 3x4 = 4x6 = 5 67 3x4 = 8 5x6 = 9 Scale = 1:78.7 3x8 = 18 17 16 15 14 13 3x8 = 3x8 = 3x8 MT20HS= 3x4 = 10-0-0 3x4 = 3x8 MT20HS = 34-8-0 3x8 = LOADING (pst) 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 FBC2014ITP12007 CSI. TC 0.63 BC 0.83 WB 0A0 Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/deft L/d 0.45 15-16 >999 240 1.12 15-16 >473 180 0.28 11 n/a n/a PLATES MT20 MT20HS Weight: 217 lb GRIP 244/190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 8-13 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz2=-64(LC 17) Max Uplift2=-467(LC 8), 11=-467(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3507/2082, 3-4=-3254/1886, 4-5=-2987/1808, 5-6=-4098/2424, 6-7=-4098/2424, 7-8=-4098/2424, 8-9=-2987/1808, 9-10=-3254/1886, 10-11= 3507/2081 BOT CHORD 2-18=-1788/3165, 17-18=-2103/3943, 16-17_ 2103/3943, 15-16=-2288/4255, WEBS 3-18=-235/309, 4-18= 471/954, 5-18= 1248/701, 5-16=-106/398, 6-16=-282/199, 6-15=-282/199, 8-15=-106/398, 8-13=-1248/701, 9-13=-471/954, 10-13=-235/309 NOTES- (9) 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 Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=467, 11=467. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 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 MlTekca connectors. This design is based only upon parameters shown, and is for an individual Wilding component, not = a truss system. Before use• the building designer must verify the applicability of design parameters and properly mcoiporate 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 n•anent bracing MiTek` is always required for stability and to prevent collapse with possible F: ,isonal injury and property damage. For general guidance iegardfng the fabrication• storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPH 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 Piy T13025972 W P0240 A15 Hip 1 1 WP02411 007 Job Reference (optional) Builders FiTSIS0urce, Tampa, Plant City, Florida 33666 /.b411 s Aug lb 2ui r Mi ek inousrries, inc ue dan zs urar:vo cu io Paye I D: AeAoATVyRAFF51m F42W 41 SypZgj-P_JCYffjrXZtQpD9 Pqk?J sv?zgafhN7QbtmyjwzsYW q 1-0- 4-9-14 9-0-0 15-8-14 22-4-0 28-11-2 35-8-0 39-10-245-8- 0- 4-9-14 4-2-2 6-8-14 6-7-2 6-7-2 6-8-14 4-2 Scale = 1:78.7 5x6 = 3x8 = 2x4 II 4x6 = 3x8 = 5.00 12 5x6 = 4 5 6 7 8 9 2x4 2x4 i 3 j 10 3x8 = 17 16 15 14 13 3x8 = 6x12 MT20HS = 3x8 = 6x12 MT20HS = 3x8 = 15-8-14 6-7-2 35-8-0 9-0-0 3x8 = 12 I46 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.53 15 995 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 1.22 14-15 434 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES W B 0.51 Horz(TL) 0.30 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 221 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz2=-58(LC 17) Max Uplift2= 477(LC 8), 11=-477(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing. WEBS 1 Row at midpt 5-17, 8-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3509/2066, 3-4= 3320/1916, 4-5=-3061/1835, 5-6=-4760/2795, 6-7= 4760/2795, 7-8=-4760/2795, 8-9=-3061/1835, 9-10=-3320/1916, 10-11=-3509/2066 BOT CHORD 2-17= 1775/3162, 16-17=-2326/4348, 15-16=-2326/4350, 14-15=-2329/4350, WEBS 4-17= 478/974, 5-17=-1558/861, 5-15= 256/538, 6-15=-338/296, 8-15=-256/538, 8-13=-1558/861, 9-13=-478/974 NOTES- (9) 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 Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=477, 11=477. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "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." Thomas A. Aibani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MITek0 connectors. this design is based only upon p orameters shown. and is for an Individual building component, not III LISS system. Before use, the building designer must verify the applicability of design r arametels and propetly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stabillty 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 systerns, se.eANS(/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 wP0240 T13025973 W P0240 A16 HIP GIRDER 1 311 Job Reference (optional) ID:AeAoATVyRAFF5lmF42W41SypZgj-Iy65bMjsg4B9Wb57CNJA0vdp1 hGHMc49k9TjO7zsywI 1-0- 3-9-14 7-0-0 13-2-10 19-3-9 25-4-7 31-5-6 37-8-0 40-10-2 i 44-8-0 4,5-8-p 1-0- 3-9-14 3-2-2 6-2-10 6-0-14 6-0-1— 4 6-0-14 6-2-10 3-2-2 3-9-14-0-d Scale = 1:78.4 5.00 F12 5x6 = 3x8 = 2x4 I 3x6 = 3x8 = 2x4 11 5x8 = 4 22 23 5 24 25 6 26 727 28 8 29 30 9 31 32 10 ^ cS 31 0 4x6 = 21 33 34 20 35 19 36 i8 37 38 39 17 40 1641 15 42 43 14 4x6 = 5x8 = 2x4 11 5x8 — 5x8 = 2x4 6x8 = 5x8 = 4x6 = 7-0-0 13-2-10 19-3-9 25-4-7 31-5-6 37-8-0 44-8-0 7-0-0 6-2-10 6-0-14 6-0-14 6-0-14 6-2-10 7-0-0 Plate Offsets (X Y)-- 4:0-3-0 0-2-4t [10:0-5-12 0-2-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL,. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.53 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Ved(TL) 1.22 17-18 >433 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) OA9 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 767 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc pudins. 7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3396/0-8-0, 12=3396/0-8-0 Max Horz2=46(LC 27) Max Uplift2=-1136(LC 4), 12=-1136(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7701/2577, 3-4=-7756/2628, 4-22=-7278/2486, 22-23=-7278/2486, 5-23=-7278/2486, 5-24=-13511/4600, 24-25= 13511/4600, 6-25=-13511/4600, 6-26= 13511/4600, 8-29= 11404/ 3895, 29-30=-11404/3895, 9-30=-11404/3895, 9-31=-11404/3895, 31-32=-11404/ 3895, 10-32=-11405/3895, 10-11=-7790/2640, 11-12=-7726/2586 BOT CHORD 2- 21=-2299/6978, 21-33=-3826/11471, 33-34=-3826/11471, 20-34=-3826/11471, 20-35=-3826/ 11471, 19-35=-3826/11471, 19-36=-3826/11471, 18-36=-3826/11471, 18-37= 4545/13604, 37-38=-4545/13604, 38-39= 4545/13604, 17-39= 4545/13604, 17-40=-4545/13604, 16-40=-4545/13604, 16-41=-4545/13604, 15-41=-4545/13604, 15-42= 2373/7210, 42-43=-2373/7210, 14-43= 2373/7210, 12-14=-2317/6999 WEBS 3-21=- 144/365, 4-21= 674/2422, 5-21=-4670/1594, 5-2D=0/514, 5-18= 754/2287, 6-18=-670/418, 8-17=0/567, 8-15=-2461/823, 9-15=-656/411, 10-15= 1583/ 4652, 10-14=-34/606, 11-14=-143/375 NOTES- It 1) 1) 3-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); 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. Thomas A. Albani PE No.39380 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 M[Tek USA, Inc. FL Cert 6034 fit between the bottom chord and any other members. 8904 Parke East Blvd. Tampa FL 33610 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint( s) except Qt=lb) 2=1136, Date: 12=1136. January 23,2018 rirr' ' preaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ME A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekJ connectors. this design is based only upon Iwrameleis shown. and is for an individual huilding component, not a miss system. Before use, itle building designer rnust verify the applicabilily of design parameters and properly incoq:,orate this design into the overall building design. &acing indicated is io prevent buckling of individual truss web and/or chord mernbers only. Additional lemixxaiy 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 fabricatkm, storage, delivery, erectlon and bracing of misses and truss systems, seeANSI/TPi 1 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 Truss Truss Type Qty Ply 3JOOo8b 240 T13025973 240WP A16 HIP GIRDER 1 Reference (optional) Builders FirsiSource, I ampa, F'lam cny, rionaa xs000 I D:AeAoATVyRAFF5lmF42W 4lSypZgj-Iy65bMjsg4B9 W b57CNJA0vdpl hGH Mc49k9Tj 07zsYW I NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 105 Ib down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-12, 105 lb down and 107 lb up at 21-0-12, 105 lb down and 107 lb up at 22-4-0, 105 lb down and 107 lb up at 23-7-4, 105 lb down and 107 lb up at 25-7-4, 105 lb down and 107 lb up at 27-7-4, 105 lb down and 107 lb up at 29-7-4, 105 lb down and 107 lb up at 31-7-4, 105 lb down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 35-7-4, and 203 lb down and 203 lb up at 37-8-0 on top chord, and 317 lb down and 109 Ib 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 19-0-12, 81 lb down at 21-0-12, 81 lb down at 22-4-0, 81 lb down at 23-7-4, 81 lb down at 25-7-4, 81 lb down at 27-7-4, 81 lb down at 29-7-4, 81 Ito down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 317 lb down and 109 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) "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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 4 156(B) 10=-156(B) 21=-317(B) 5=-105(B) 20- 58(B)18=-58(B) 6=-105(B) 17=-58(B) 8=105(13) 9=-105(B) 15=-58(B) 14=-317(B) 22= 105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26= 105(B) 27= 105(B)28=-105(B) 29=-105(B) 30-105(B) 31=-105(B) 32=-105(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) 37=-58(B) 38= 58(B) 39= 58(B)40= 58(B) 41= 58(B) 42=-58(B)43=-58(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with Milek0 connectors. This design is based only upon Ixirameters shown, and is for an Individual building component. not - a truss system. Before use, the building designer must verify the applicabitity of design parameters and properly incogxxaie this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 buss 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 Oty Ply T73025974 WP0240 61 Hip 1 1 WP0240 017 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 07:57:58 2018 Page 1 ID:AeAoATVyRAFF5lmF42W41SypZgj-W Ub6H5ptnXC1 Upifg2T2LbylcvzaEA_KaPPBggzsYWd 1-0- 4-3-14 8-0-0 13-9-14 19-5-15 25-2-1 30-10-2 36-8-0 40-4-2 44-8-0 45-8- 0- 4-3-14 3-8-2 5-9-14 5-8-2 S-8-2 5-8-2 5-9-14 3-8-2 4-3-14 1-0- 6x8 = 5.00 F12 5x8 = 2x4 11 5x8 = 5x8 = 2x4 7 8 9 6x8 = 10 Scale = 1:78.1 5x6 = 21 20 19 18 17 16 15 14 5x6 = 5x8 = 4x10 MT20HS = 5x8 = 2x4 11 2x4 5x8 = 7x10 WB= 4x6 = 8-0-0 13-9-14 19-5-15 25-2-1 30-10-2 36-8-0 44-8-0 8-0-0 5-9-14 5-8-2 5-8-2 5-8-2 5-9-14 8-0-0 Plate Offsets (X Y)-- 12:0-4-13 0-0-3) j4:0-4-0 0-2-2j 110:0-2-4 0-3-121 112:0-4-13 0-0-31 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.50 17-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,91 Vert(TL) 1.15 17-18 >459 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.24 12 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 284 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc puffins. 4-7,7-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 5-21 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 12=1700/0-8-0 Max Horz 2=-52(LC 13) Max Uplift2=-487(LC 8), 12=-487(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3629/2121, 3-4=-3469/1989, 4-5=-3235/1908, 5-6=-5485/3175, 6-7=-5485/3175, 8=-5485, i'S,8-9= 47 ,-773, -1 4748,12r'74,10-11i=-34 ,1991, 11-12=-3631 /2123 BOT CHORD 2-21=-1839/3279, 20-21=-2556/4748, 19-20=-2556/4748, 18-19=-2556/4748, 17-18=-2965/5486, 16-17=-2965/5486, 15-16=-2965/5486, 14-15=-1670/3197, 12-14=-1858/3281 WEBS 4-21=-528/1051, 5-21 =-1 79611008, 5-18=-460/896, 6-18=-300/260, 8-15=-900/474, 9-15=-352/296, 10-15=-1021/1833, 10-14=-38/296 NOTES- (9) 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 Exterior(2) zone;C-C for members and forces R MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=487, 12=487, 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "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." Thomas A. Afbani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a miss system. Before use, The building designer must verify the applicability of design paramelers and property incorporate this design into the overall i building design. &acing indicated is to prevent buckling of individual Truss web and/or chord members only. Addillonal temporary and lueimai ier11 bracing W ffek' is always required for stability and to prevent collapse with possible personal injury and property da nage. For general guidance regarding The 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 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 wpo2ao T73025975 W P0240 62 Rool Special Girder 1 11 Job Reference o tional owioers rnsrouurce, i anipa. Halo i,uy, ....._ _.._ . _ __ .. ..... _.. ...___..__, D:AeAoATVyRAFF51mF42W 41SypZgj-Stjthnr7J8Slj7s2nTV W QOt Y3jeki6CdljuElYzsYW b 1-0- 10-4-0 11-4- 16-9-12 25-2-4 30-8-0 1-6- 37-8-0 44-8-0 45-8- 0- 7-0-D 3-4-0 -0- 5-5-12 8-4-8 5-5-12 -0- 6-0-0 7-0-0-0- I 6 5x8 = 5x6 = 5.0o 12 5x6 = 3 22 4 5 3x4 = 3x6 = 2x4 II 5x8 = 5x6 = 5x6 = 10 27 28 11 Scale = 1:81.6 3x6 = 21 29 20 19 18 30 31 32 33 17 16 t5 34 35 14 3x6 = 2x4 11 3x8 = 3x6 = 3x4 = 5x8 = 3x6 = 3x4 = 3x4 = 10-4-0 1 1 30-8-0 44-8-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014rFP12007 CSI. TC 0.89 BC 1.00 WB 0.68 Matrix) DEFL. in (loc) I/deft Ud Vert(LL) -0.19 17-18 >521 240 Vert(TL) -0.47 17-18 >212 180 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 213 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-7,7-9: 2x4 SP M 31, 10-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-18, 6-17, 9-17 WEBS 2x4 SP No.3 REACTIONS. All bearings 8-8-0 except Qt=length) 2=0-8-0, 12=0-8-0. lb) - Max Horz 2=-46(LC 32) Max Uplift All uplift 100 lb or less at joint(s) except 2=-318(LC 8), 18=-623(LC 5), 17=-765(LC 4), 12=-408(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 2=951(LC 19), 18=1820(LC 19), 18=1814(LC 1), 17=2080(LC 20), 17=2071(LC 1), 12=1134(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TI P L',-fOR, D 2-3=-1 8v15-c2=-1237 -"•.G`-22=-1237i46`-P=-130a/476, 5-6= 2E'-f1033, 6- 23= 410/1289, 23-24=-410/1289, 24-25=-410/1289, 7-25= 410/1289, 7-26= 410/1289, 8- 26=-410/1289, 8-9= 410/1289, 9-10=-1506/582, 10-27=-19281751, 27-28= 1928/751, 11-28=-1928/ 751,11-12=-2167/780 BOT CHORD 2- 21=-470/1474, 21-29=-473/1496, 20-29=-47311496, 19-20_ 300/1029, 18-19=-300/1029, 18-30=-1033/ 371, 30-31=-1033/371, 31-32=-10331371, 32-33=-1033/371, 17-33=-1033/ 371, 16-17_ 378/1158, 15-16=-378/1158, 15-34=-490/1448, 34-35=-490/ 1448, 14-35=-490/1448, 12-14=-655/1916 WEBS 3-21=- 71/516, 3-20=-357/157, 4-20=0/259, 5-20=-208/491, 5-18=-2264/738, 6-18=-605/ 388, 6-17=-304/131, 8-17=-630/390, 9-17= 2685/957, 9-15= 312l744, 10-15=-273/ 268, 10-14=-227/543, 11-14=0/412 NOTES- (10) 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); 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 318 lb uplift at joint 2, 623 lb uplift at joint 18 765 lb uplift at joint 17 and 408 lb uplift at joint 12. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23, 2018 ontinued on paqe 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek(,Fj) 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 pararneiers and poperty incorporaie this design into tile overall building design. Bracing indicated Is to prevent buckling of individual Voss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property darnage. 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 T13025975 WPO240 B2 Root Special Girder 1 1 WP0240 018 Job Reference (optional) Builders FustSource. lamps, Plant Grly. Florida 3W66 64U s 7g I ZU1 / MI I eK Inausres. Inc. i ue Jan eS a/ Ab uu zu io rage z I D:AeAoATVyRAFF5lmF42W 4lSypZgj-Stjthnr7J8Slj7s2nTVW Q01 Y3jeki6Cdl juElYzsYW b NOTES- (10) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 107 lb up at 7-0-0, 105 lb down and 107 lb up at 8-8-0, 105 lb down and 107 lb up at 10-4-0, 97 lb down and 109 lb up at 17-4-12, 89 lb down and 105 lb up at 19-6-4, 89 lb down and 105 lb Lip at 21-6-4, 89 lb down and 105 lb up at 23-6-12, 105 lb down and 107 lb up at 31-8-0, 105 lb down and 107 lb up at 33-8-12, and 105 lb down and 107 lb up at 35-7-4, and 203 lb down and 203 lb up at 37-8-0 on top chord, and 260 Ito down and 109 lb up at 7-0-0, 81 lb down at 8-8-0, 317 Ito down and 109 lb Lip at 10-3-4, 72 lb down at 17-4-12, 72 lb down at 19-6-4, 72 lb down at 21-6-4, 72 lb down at 23-6-12, 260 lb down and 109 lb up at 31-8-0, 81 lb down at 33-8-12, and 81 lb down at 35-7-4, and 260 lb down and 109 lb up at 37-8-0 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). 10) "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." 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, 5-9=-54, 9-10=-54, 10-11=-54, 11-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 3=-105(F) 4=-105(F) 11=-156(F) 21= 260(F) 20=-317(F) 15=-260(F) 10=-105(F) 14=-260(F) 22=-105(F) 23=-97(F) 24=-89(F) 25=-89(F) 26=-89(F) 27=-105(F) 28=-105(F) 29=-58(F) 30=-36(F) 31=-36(F) 32=-36(F) 33=-36(F) 34=-58(F) 35=-58(F) WARNING- Verify 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 Mtlek(.) connectors. This design is based only upon p ararneleis shown, and is for an Individual building component, not - -- a tr ss syslern. Before use, the building designer must verify the applicability of design paramelers and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabilcation, storage, delivery, erection and txacing of trusses and truss systems• seeANSI/TPI I Quality Crilerla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Streel, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WPO240 T13025976 WP0240 BJ1 JACK -OPEN 12 1 019 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 ID:AeAoATV RAFF51mF42W4IS Z j-Stthnr7JBS17s2nTVW001kejt9iGndl uEIYzsYWbYYPq)- 1 1 1 1 1-0-0 1-0-0 1-0-0 1-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(ILL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Llplift3=-8(LC 1), 2=-69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 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 Exterior(2) zone;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. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek8 connectors. This design Is based only upon parameters shown, and is for an individual building compponent, not - a puss system. Before use, the building designer must verify the applicability of design I ararneters and propeily incorporate This design into the overall building design. Bracing indicated isle prevent buckling of individual truss web and/or chord members only. Addiliional Temporary and permanent bracing . MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/7I1 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 T13025977 WP0240 BJ3 Jack -Open 12 1 WP02411 020 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 201 / nni ek industries, inc. Tue dan z3 u/:ba:u1 2W6 Page 1 I D:AeAoAT VyRAFF5lm F42 W 41 SypZgj-x3H Fv7rl4SabLH RE LBOIz Eav k7CLRj 1 mGNeo H_zsY W a 1-0-0 3-0-0 _ 1-0-0 3-0-0 Scale = 1:10.9 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a ri/a BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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 Horz2=59(LC 12) Max Uplift3=-42(LC 12), 2=-72(LC 8) Max Grav3=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- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 42 lb uplift at joint 3 and 72 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. s Design valid for use only with MITeM connectors. This design is based only ufxm paraneters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the opplicability of design parareters and properly incorporate this design info the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord rnembers only. Additional temporary and permanent bracing M.iTek• is always required for stability and to prevent collapse with possl[Ne personal 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 T13026978 W P0240 BJS JACK -OPEN 12 1 WP0240 021 Job Reference (optional) Builders FirsiSource. Tampa, Plant Cuy. Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Jan 23 07:58:01 2018 Page 1 I D:AeAoATVyRAFF5lm F42 W 41 SypZgj-x3H Fv7rl4SabLH RE LBOIz Eagc79S Rj 1 mGNeo H_zsY W a 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.1 2x4 = 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 0.39 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 2-4 >820 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift3— 81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten- - All forces 250 (lb) or less except when shown. NOTES- (7) 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 Exterior(2) zone;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. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1 &03/2015 BEFORE USE. Design valid for use only with Mllek(0connectors. this design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual tf rSS web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for slablilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatlon, 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 T13025979 W P0240 CJ7 Diagonal Hip Girder 6 1 WP0240 022 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 /.640 s Aug lb 201 / rmi i eK maustnes, inc. T ue uan z6 u/:au uz zur a rage i I D:AeAoATVyRAFF5lm F42 W 4l SypZgj-P Frd6TsN rmiSyROQv uX_V R7?B W Q FA6iwVON Lp RzsY W Z 1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 2 L%4 I 2x4 = 6-2-9 9-10-1 5-2-9 4-7-8 Scale = 1:21.8 to LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) 0.13 6-7 841 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/7PI2007 Matrix) Weight: 40lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0-10-15, 5=288/Mechanical Max Horz2=131(LC 22) Max Uplift4=-87(LC 4), 2=-145(LC 4), 5= 81(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-769/20318-9=-743/218, 3-9=-709/211 BOT CHORD 2-11=-276/707, 11-12=-276/707, 7-12=-276/707, 7-13=-276/707, 6-13=-276l707 WEBS 3-7=0/308,3-6=-761/297 NOTES- ( 9) 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); 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.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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 4, 145 lb uplift at joint 2 and 81 lb uplift at joint 5. 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 Ib down and 38 lb up at 4-2-15, 25 Ito down and 38 lb up at 4-2-15, and 50 to down and 87 lb up at 7-0-14, and 50lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) ' 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." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4= 54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F_ 18, B=-18) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 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 MITekQ connectors. This design Is teased only upon parameters shown. and Is for an Individual building component, net a truss system. &:fore use, the building designer must verify the applicability of design p alamelers and prolx.rly incorporate this dislgn into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pxnnanent bracing YYY 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/TPI1 Quality Criteria, DSB-89 and SCSI auliding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N, Lee Sireet, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T13025960 W P0240 EJ6 Jack -Open 3 1 WP0240 023 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug r o zur r MiTek mousuies, inc. i ue uan 23 07.58.02 2018 P 9° I D:AeAoATVyRAFF51m F42 W 41 SypZgj-PFrd6TsN rm iSyROQvuX_VR 7yuW TXAAHwVON LpRzsYW Z 6-0-0It1 _ -000 6-0-0 Scale = 1:17.1 2x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.15 2-4 >455 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 20lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=143/Mechanical, 2=288/0-8-0, 4=56/Mechanical Max Horz2=106(LC 12) Max Uplift3= 100(LC 12), 2=-78(LC 8) Max Grav3=143(LC 1), 2=288(LC 1), 4=112(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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 Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 78 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Milek® connectors. This design Is based only upon parameiers shown, and Is for an Individual building component. not a imss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall individual buss and/or chord members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated is to prevent buckling of web 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 WP0240 T13025981 WP0240 EJ6A Jack -Open 7 1 024 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 2x4 = 64u s Aug 16 2u1 / MI I eK rnauSlneS, Inc. rue Jan 26 uvbu:u3 zuid rage 1 I D:AeAoATVyRAFF5lm F42 W 41 SypZgj-tS P?Kpt?c3gJaabdTc2 D2ff6iwpmvd W 3kg7vMtzsY W Y LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.06 1-3 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.15 1-3 455 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=207/0-8-0, 2=151/Mechanical, 3=56/Mechanical Max Horz 1=95(LC 12) Max Upliftl= 44(LC 12), 2=-104(LC 12) Max Gravl=207(LC 1), 2=151(LC 1), 3=112(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.1 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 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 Exterior(2) zone;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 pst bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 104 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. I mmmil_ Design valid for use only with Milek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not -_ - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always readied for stability and to prevent collapse with possible I:x rsonal injury and property damage. For general guldance 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 avallabte from Truss Plate Institute. 218 N. Lee Sireet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T13025982 W P0240 EJ7 Jack -Open 24 1 WP0240 025 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x6 = 7.640 s Aug 16 2017 MiTek Industries, Inc. I ue Jan 23 07:58:03 2018 Page 1 I D: AeAoATVyRAFF5lm F42 W 4lSypZgj-tSP?Kpt?c3gJaabdTc2D2ff6_woUvd W 3kg7vMtzsYW Y 7-0-0 7-0-0 Scale = 1:19.1 7-0-0 7-0-0 Plate Offsets (X Y)-- 12:0-0-2 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0-10 2-4 772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.24 2-4 337 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 23 lb FT = 20% 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 Horz2=122(LC 12) Max Uplift3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 Date: January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek© connectors. This design is based only upon parameters shown, and is for an Individual building component, not Enoatmsssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Bracing indicated Is to truckling of individual truss web and/or chord members only. Additional temporary and permanent bracingbuildingdesign. prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek' 6904 Parke East Blvd. fabiicalion, storage, delivery erection and bracing of trusses and buss 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 wP11240 T13025983 W P0240 MV1 Valley 1 1 026 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 Mi ek Industries. Inc. I ue Jan 23 07.58:04 2u18 rage 1 I D:AeAoATVyRAFF5lm F42 W 41 SypZgj-LeyOX9ueN NyACkApOJZSasCO6KD I e4mDyKsS uJzsYW X 4-0-0 2 2x4 i 2x4 II Scale = 1:11.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=115/3-11-6, 3=115/3-11-6 Max Horz 1=49(LC 12) Max Upliftl=-26(LC 12), 3=-47(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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 Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1:60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1 and 47 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 69U Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mf1-7473 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 truss system. Before use, Brie building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporcny 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] 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 o2a0T13025984 WP0240 MV2 Valley 2 1 Fw Reference o tionaI Builders FirslSource, Tampa, Plant City. Florida 33566 a 0 2x4 i 2-0-0 2-0-0 b4V 5 Aug 1 b 2V1 / MI ek innusines, Inc. I ue Jan 23 0/ AO:VY 20 i b rage i I D: AeAoATVyRAFF5lmF42 W 41SypZgj-LeyOX9ueN NyACkApOJZSasCQgK Fve4m DyKsSuJzsY W X 4x6 = 5.00 12 2 Scale = 1:7.0 Plate Offsets (X Y)-- 12:Edge 0-1-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=41/1-11-6, 3=41/1-11-6 Max Horz 1=18(LC 12) Max Upliftl=-9(LC 12), 3=-17(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (e llvelope) and C-C cklerlor t2) zone;C-C fnr members and ,.sees a MWFRS for reactions shown; Lumber D-01 1:60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 17 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. e Design valid for use only with Mlleki> connectors. This design is based only upon parameters shown. and Is for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" building design. Bracing prevent of Is always required for stability and to prevent collapse with posJbie personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabi icatlon. storage, delivery, exec Don and bracing of trusses and truss systems, seeANSVTPI I Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 a p D C/)W c 10 n 0aop Z7 Q. DOQm5(Q a D cQ noO (Q O c — Q 90 0 ° oQQ-0Q((Q 0 -0:)aw a(QQ00 -0 00D*m W04. DKQQQa0CD (D (D m n- Q Qoco Q 4 0 0 O ma3 : D Q (D( Q0 nQ O7 t m7 D DD aD D DOD D DD A w m O NO Al stow N 7 c c a3Q V- U Q D ,D 0 ° CC . m D7 G N — 0 O O D m o n N 0 c o D OOQQ:E O5,0O3 C(Q Q a (D 30 0 < (D70-0u QOO <(D O C j Q c D 0 u: C Q_ aa(DDI O Q Q (D mc5a a0 U 0 U42 Q3 crQo QQ(Q - N 7) O(00 O 0 Q O a D O U) (DC: w0 3 6 O 0- 7 (D D O Q W (D 6 --j (p' ZF D w D ` C n cn O m N (D (D O n - ND 7 n C) DD O 0 Ali D 0 c m Q 3 _. 3 3 D T D C T cn -o C C l En C CA D w n (D 00. 50 D . D O Cl cn O D . Q Ow a 7 CD 7 O m In X m W O _=F D Qm Q (n cD a c o Q 3 QOC(D aao D G---0 D 3 0D O(Da 3 7D (D v, O a -O C o Q N m mQ6a _ O ( V mcn m a 01 N IV m' a a W 00 V 00 m a wNcoN Nm n A Ir oQ Oo 60 00 am m B. r N Q Q Q N m N O NO v z T v zv 0 zH D00Q Om O -T ti (D 7 m O E m C ? T Z v> m m m C m V! A DNr A ZHCz mM y m m r ZM0m D° m 0 NH ay m D a -n ado A D (D X o 90 C P ( D 0 3° 00 a0 D Q D TOP CHORD co I Cl-8 V o n TOP CHORD tjr o Dqo O D -0 T aam(_ QoOa D (D Q 3(D Q D_ D0(D 0 a(T5 Q`. m°m°. DS a CLD ti (D 0 (D X 3 N NO p w O :O Ol. v P (1, A (a N 0 N v P (r A w N Q a -0 (D C H Q 0 (i 0 UD r v ° (D C c c c p 0 0 n o Q o c' z a 3 g Q D Q NLl- 7Q<. $-5. ° O N4 Qa ((DD Q3 QQ aQ (D(D Q(D (D Ll Q_Q 0(NO 4(D pQQ.y QQ c (Q a v o°£ _o( o 00 N3 (Do co CD mZ m2m 4m oo ' ) °Qa (D m(QD 3m (Do (D Q0 (Q 04 ma (o oo ° oo QQ n0Q Qm 20 m 34 3 m CD.(D o(ua ° Q N O c3 (D Q 0- o3 mA Q ° m 3 6O N c O QQ UrQ xQ O Q-H (DFD (D a o T. m 9Q 7o Q°o Q Q° (0a(D moo 0Z UOD Q -0 no ° QQ (Q. (D _D o(D g 3 u oN Q° °° y pcQ (D Q (D (D Q s (D OOC D o m ° 3 N : 7 (D ( D C 3 Q Q (Cj Q °p Q ° ( m 3 ° Q Q N Q (D O Q (D (Q Q N G m m Q Q (D N Qm o 0 3 Q ac Q 0 D a -o D_ N a _0 00 c -3 O QO (D o3 ao mpg 3 oE. oQ m N -0 QQQ. OQ O D ( 0(D U 3 QQ Q. Zr-Q 7 (D _Q DD_ p zO° Q ON O- Q O(D Q° Q O N ( D c 6 O (D (D Q p N Q 3 Q N (Q a (4 . O 4 Q w - a Q a o o Q o U O a D- Q 0 - N (DD (D Cy Q Z Q _ £ y Q. Q 7 a ((DD 0 N `' c O aO (7°p Q Q y05 QQ O Q (DO Q(74p JI (p ' O (D ( D O( fQ Q n m 7Q 'Q 37 ° Q T-6 O Q O(D °- -Q(D (D Q c Q (D Q (D -. a Q ,,, (D Q- a (D Q O O Q 0 F n (Q ' 6 o £ o o Q° Q-0 o m `03 ° C N° ° ( D O pQ m o o T ° yj °Q m o mQ m co D( Q p m mQc(D ° OO o Q o L. . ( D Q ti< mo O a m°. m o Q o `° ° ° D0 3 (D 3 m cn 3 J 7 FA_ L iJ z CA LU ¢ Z c:l Q Z K r Z ZWOGd w Z awli> o~z so W of XWoz ' oZmz ¢ < o /Ow^ l ¢ QZ3owe O .i Q ®V I V li z.io owc .n 03 wm 30 Q®}1 zwx w < 6o C o o NZ ¢xzO a r a L. L NzwQ p Z co ezoe ?zw z 3 N mw N i COE N 0. 6 G , nzwa w°w`m Wmr w¢ `rzj No - • t cl omQ o ?wo¢ _z p m W z az W j o KAw w N tE:r0Ssae z z Q; d N e- n-sfi 0- z ra a mninmmtivioum1ucuvro: m m J m m: ers" era sra...._.. sra zr::::::::: zra m zr3 rL zrs sra zr3 sra zrs Ln M ra m zrs I 9r m zra gra co zra s ra zr3 i sra zr3............... zrs m m 1 zr3ere era era qre i a- 0-z m a RECORD COPY M{ f . < 1 0 titer k' 15:) Building '.1 Fire Prevention Product Approval Specification Form 1 g- 1 6 0 4 DING Permit # Project Location Address SASdFORD ktrA,) L,) 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 171-15036-139 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNF DALTON 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 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 Underlayments 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 IJ 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 i User Registration Hot Topics Submit Surcharge Stats & Facts Florda r product Approval VI USER: Public User6 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 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 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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. f,' 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 odf 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) Eauivalencv of Standards.pdf https://www.floridabuilding.org/pr/pr_app_dti.aspx 1/3 1 /2/2018 Product Approval Method W, Date Submitted Date Validated Date Pending FBC Approval Date Approved oummary or YroaucCs ' Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL# Model, Number or.Name Description r 15036.1 a. ClassicCraft Fiberglass Door t6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 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. 15036.5 j e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any rs. 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 15036.6for Design Pressure 'Ratings .any' additional use limitations, installation instructions and'li Juct particulars. Installation Instructions FL15036 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)Eval15036.1.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.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva[ 15036.2.pdf 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.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva[ 15036.3.1)df Created by Independent Third Party: Yes 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) Eval 15036.4.12df Created by Independent Third Party`. Yes 6' 8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eva[15036.5.odf Inswingz( X) Configuration! Installation Instructio FL15036 R2 II ("Inns a st 15036.6.pdf!____ Verified By: Lyndon F. Schmidt, P.E. 434W Created by, Independent -Third Party: Yes, Evaluation keports https://www. florid-abuildi—ng.6r—g/p-rTpr_a—pp_3t].as—px 1 /2/2018 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 addr 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 wi<- 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: O ® `'-`— '.... Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.6599197 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 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 requiredto 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. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036,E for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 0 1 460336-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. Sianed & Sealed by Lyndon F. Schmidt, P.E n% W11touggir. Signed & Sealed by r ire `lt .4,, Lyndon F. Schmidt, P.E. 1A CbgrJv Lyndon F. Schmidt, P.E. 4 FL PE No.43409 0 nea },",ofi e 10/16/2017 tggr tJu 3 Ufa@ THERMAITRU` DOORS 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 "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 meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. 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 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I buck masonry construction 7 Bill of Materials & Components 37,Y MAX. OVERALL WIDTH z Z 3 z SO x = O Oww x = w E) W w 0 0 a b 1 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF). POSITIVE NEGATIVE . INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5' 75.0 75.0 Ri Jr` W j) ° o, F • 1 46n m U c! l' v z 1J p Z 0 UEmgcOcW c E y a R ° m a W 0 E oZ s W o Jra z Enow Z O Q o zw LO oz am .. ¢ U w w vWi 41rn J w a a a SCALE: N.T.S. DWG. BY: JK CHK. Or: LFS DRAWING NO.: FL- 15036.6 SHEET 1 OF 7 A7- EXTERIOR 42 = N'• z : O 71111I I1% 0 N z V U' Oz0 INTERIOR 46 a o g 9 m a0WeN s i r co l` a maa 9 40 1 HORIZONTAL CROSS SECTION a E 0 36.0" MAX. O o 3a DOOR PANEL WIDTH 2 J o: a 2 o . o 0 EXTERIOR INTERIOR 4 w 11' On `N2 0 o i f 30" 0 0 1.48" a a a E Z_ A Q La z° O e I U U y O mm o p 2 42 TOP RAIL 43 LATCH STILE o 0 V NN N V Vo, w OZw O41 '>>^ p N W O O 1. 49" o 0 1. 48" { i I n o DOLRPANEL " 40 Classic crag < z a SG OAKCOMPONENTS: NOTE: WOOD DOOR (>= 0.67) I z z DATE: 02124 12 z zHINGES77LE BOTTOM RAIL Sc E: N.T.S. 44 45 2 VERTICAL CROSS SECTION pwc. BY: JK m 2 CMK. BY: LFS ? E DRAWING NO.: N FL- 15036.6 0 N SHEET 2 OF 7 v 1-1/4.'MIN. EMB. (TYP.) 1-IIN MIN. EMB. (TYP.) INTERIOR 3 HORIZONTAL CROSS SECTION 3 Shown w/1Xsub-buck C'SINK L — (TYP.) o. 20 8 1 I INTERIOR INTERIOR e a EXTERIOR EXTERIOF 1 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing also approved 2 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing also approved 1-1/4" MIN. MB. (TYP.) OfO h i'O Z O'er O o ZU Vs ON0 m it 0 W w _Dt tim N KU D: 0 a SCALE: N. T.S. DWG. Bv: JK DHK. BY: LFS DRAWING NO.: FL-15036.6 SHEET 3 OF J EXTERIOR - f ... INTERIOR 1 VERTICAL CROSS SECTION 4 Outswing shwon - inswing also approved 4 VERTICAL CROSS SECTION 4 Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 9' Uc t i' -ISCiM N:y Z4: Q o W 6\ N hyy C; m z111111aON ., a < o a 0 z ld ^ z m aam d o g to cw d a s m m v: a di EXTERIOR .... INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1Xsub-buck 31 VERTICAL CROSS SECTION VERTICAL CROSS SECTION q Outswing configuration 4 Outswing configuration see general notes, sheet 1 see general notes, sheet 1 for' HVHT' woter infiltration for' HVHT' water infiltration requirements requirements Ato a O C W o ¢ m w DATE:02124172 z SCALE: N.T.S. G Dwc, BY: JK m cHK. BY: LFS ? DRAWING NO.: Q FL-15036.6 0 SHEET _L OF ] IN G 3 4 D MASONRY) TYP. HEAD OPENING JAM BS L 2X BUCK iL M 0 BUCK ANCHORING STRIKE JAMB For DP <= 48 PSF I MASONRY TYP. HEAD - OPENING JAMBS FRAME 2XBUCK1-( ) _ o M Q J O g?z0 y• < 'c vO1i 6i * ` z o m d rr 111 I5 o n ^ z f - a x= E z a bSto a, 9 vW N e u a - b o a MASONRY 3 OPENING in N 2X BUCK- N j I l FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners 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. TO MASONRY EDGE TO ADJACENT ANCHOR ITW ® 1 4•. 114" 2 4" TAPCON ELCO V. ULTRACON WVVU SCKtW IfJ IALLA IVrvI V— I. Maintain a minimum 5/8" edge distance, 1"end distance, & 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 L LL nM 5 L mdaf° MASONRY TYP. HEAD 6 zOPENING JAMBS 0 w 1^' NZ OFRAME Z U n oXz Oz x n. ZO QUJ 2X BUCK F iw N ao a: g a a mm LATCH 6 DEADBOLT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL hE: N.T.S. S. BY: JK C BY: LFS WING NO.: FL- 15036.6 E 5 Or 7 6r J MASONRY J _ TYP. HEAD _ OPENING & JAMBS r FRAME r o 1 X BUCK TYP. SILL STRIKE JAMB FRAME ANCHORING Masonry I 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 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 M1N MIN. CLEARANCE MIN. CLEARANCE TYPE: SIZE '. EMBEDMENT TOMASONRY TO A11 DJACENT DGE E2" ANCHOR rn I 1/4"._.... 1.1/4"..._ 4" TAPCON ITW 3/ 16" 1-1/4" 3" 1.112" TAPCON® mini1. Maintain amum5/8" edge distance, I" end distance, & I"o.c. spacing ofMaintain a mum5/8" edge distance, I"end distance, & I"o.c. spacing of woad screws to prevent the splitting of wood. 11 HINGE JAMB VID C.) Zrcrt0 om N: •. CJJ0COj of n N •- Za ce O O N . Z i v 0 0 g MASONRY TYP. HEAD ^ o E m o 0 a u OPENING — & JAMBS N a j o L m a m a a 8 4 0 N Ev 0 Zo 0cw O z: 1z FRAME — o o ma i zz H O m OU Wd U} tim N ¢ Z WU O ¢ 1XBUCK g F a a TYP. SILL - FRAME ANCHORING Masonry I buck construction For DP > 48 PSF and DP <= 75 PSF LATCH & DEADSOLT DETAIL HINGE DETAIL E: 02/ 24/12 LE: N. T. S. I. BY: JK BY: LFS WING NO.: FL-15036. 6 Er 6 or 7 m c t ^ r I Q J o rn r 2.36 --- m ° Non zooov ° oz d r 9 moEao m O HEAD d SIDE 19 20 P N n m° t mamdmwJOmb v a a4 o 0 E 9z N V U C W J I4.63" J a o ncs m a BUMP FACE THRESHOLD LOW PROFfLE w o 31 m a U 7 o m 0o 5.75' aa aa U U mmL_ 1 ra j cs zgy33SELFADJUSTINGSADDLETHREHOLDz aj 00 ww as 4.56' i 2.36' - Nh W tp y Z lz Q j N N^z U L DATE; 02/24/12 ? SCALE: N.T.S. Dwc. er: JK mHIGHWATERDAMhIRESHOLD u LFS 3 DFIADRAWING NO.: NG N FL-75036.6 a N SHEET 7 OF 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO 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 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 .097" THK. STEEL 10 10 X 314" 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 AIUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS 41 WIOTHOYIELD STRENGTH Fy (MIN.) ER 6,000 PSI THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD HINGE STILE WOOD ff46 BOTTOM RAIL COMP. POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. 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/ 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 Testinq Laboratory Siqned by Testing Evaluation Lab -,Inc. 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.,inc. Wendell W. Haney, P.E. Testing Evaluation Lab.,inc. Wendell W. Haney, P.E. Signed &-Sealed by0110, h Lyndon F. Schmidt, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. 4 U ; Lyndon F. Schmidt, P.E. FL PE No. 43409 a "c r ~ d 10/16/2017 o N z z a 4.. Classic -Craft., FIBERGLASS DOOR W/ SIDELITE 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 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 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 overhonq 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 Tilt= M= C9 3 o 0w - w w Q w w 6 x xaf n I INSWING 153.13" x 98.0" I +47.0 1 -47.0 1 +60.0 1 -60.0 1 OUTSWING 153.13" x 96.5" I +47.0 I -47.0 60.0 1 -60.0 i 1 I) a--fir om C F cN a>m Z Gr U1, Z v a U D Z aZa Co j m C W00- d a mda1 0 E vz 0 CWJTd w o wZOf o0 o zw c)w DODO cD wU tiw wDO< UIr Ln 0 0 w rr a a CL SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15036.7 SHEET _L OF 9 w a f EXTERIOR 42 N•7 z 0 o w o C) m z UN •• a a xFLz°4 E m = to o INTERIOR 46 N ao maav HORIZONTAL CROSS SECTION vYV o g w 6 E a Z 36.G' MAX. 2 r, O Tw DOOR y PANEL WIDTH 2 J 2 O o 0 EXTERIOR INTERIOR Q n wcSO Z a Imo- 1.48" T a awo d W CO Q O 2 b2 i0P RAII 43 LATCH STILE o 0 N N N v) cs Z O O O 1- 1.49" - a a p IANDOORPANEL 30.E 1.48" { a a 40 Classic v o \ e o m NOTE: WOOD DOOR COMPONENTS: OAK ISG>=0.671 45 O a z c N oATE:02124112 i SCALE: N. T. S. HINGE STILE44 b5 BOTTOM RAIL 2 VERTICAL CROSS SECTION DWG-.- BY: X m CHK. BY: LFS 3 ll DRAMNG NO.: N FL-15036, 7 0 SHEET _L OF 9 N 13.75' MAX. PANEL WIDTH 7.12" MAX. D.L.O. WIDTH xOw Z x O Ed w z x a o a o w < o X b f b P EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 5" GLASS BITE 23 1 /2" MIN. 25 GLASS THK. EXTERIOR 22 EXTERIOR 25 TEMPERED GLASS AIR SPACE 1/8" INTERIOR 24 TEMPERED INTERIOR 50 SIDELJTE 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. GI GLAZING DETAIL 5 insulated glass w/ smc lite frame 7 IIL_L_LJI 1,53" -1 51 SIDEME TOP & BTM. Rail 4' r]I A[f GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1.53" 52 SIDELRE STILE MIN. SS THK. 1/81, TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR SEE NOTE 1 a tnt z* 0-36 QmM pppf N > ' m O r i z U N 51 0oa0zd Em zmoa 8 to 9 w N o u O oa o m a a m L' o C< u UC) v0Z CW v, o J''a v' INTERIOR 2 VERTICAL CROSS SECTION 3 RE: N.T.S. G. BY: JK m C BY: LFS 3 WING No.: C N FL-15036.7 a ET 3 of 9 D SEE NOTE 1 v M 14 50 D 11 INTERIOR Inn a a / o 21 i L EXTERIOR 1 4 2 20 4 v o.ts" 4 C'SINK 17 fTYP.) B C 4 t-114" MIN. 1 HORIZONTAL CROSS SECTION 61 EMB. (TYP.) 4 Outswing shown -inswing also approved 5 4 3 3 4 5 c6 6 6 5 5 5 UIE. 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". SEE NO'. EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration EXTERIOR 4 HORIZONTAL CROSS SECTION 4 Inswing configuration 1-1/4'MIN. EMB. (TYP.) 5 HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck INTERIOR EXTERIOR 3 HURILUNIAL CROSS SECTION 4 Outswing shown - inswing also approved V Qn z 0 m y a UN v v a ozd o Em o'D oa C\1 coa Q L D. mD: c a 0 E.oz 0 3,a rr o z o o n zw wU cnon a U 1-1/4"MIN. EMB. (TYP.) U Co a o o: a DATE:02124112 z SCALE: N.T.S. OWG. BY: JK CHH. BY: LFS 3 DRAWING NO.: B FL-15036.7 c SHEET 4 OF g N 0 al z d 8 mf of 1 VERTICAL CROSS SECTION Outswing shwon - inswing also approved e n 65 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHT' water infiltration requirements 61 62 IMM// EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 z a for "HVHZ" Water infiltration requirements w ul y u, O•p V''• y<o;n ON U N A 0 y a O Z Q n Z m UO0LOCW in 6 Oil - E 0 ooEv°Z w c CIiOoJ'a INTERIOR " EXTERIOR 61 62 VERTICAL CROSS SECTION Shown w/1Xsub-buck 60 61 EXTERIOR INTERIOR c ° 66 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements N Z DATE:02124112 SCALE: N.T.S. DWG. BY. JK CHK. BY: LFS G No.: 15036.7 E 5 of 9 o V za m 71 11 50 M lnza SEE NOTE I U INTERIOR EXTERIOR EXTERIOR INTERIOR I VERTICAL CROSS SECTION SEE NOTE 1 M 50 6 Outswing shown - inswing also approved 16 zd 71 f 7m p J e t INTERIOR EXTERIOR D VERTICAL CROSS SECTION SEE NOTE 1 M 50 J Outswing configuration u rnZ1911oU0 x Z 8 N o E z ° a a. a ° Y E 3 VERTICAL CROSS SECTION 6 Outswing configuration J SEE NOTE 1 INTERIOR WPA EXTERIOR 2 VERTICAL CROSS SECTION Shown w/l X sub -buck NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. INTERIOR EXTERIOR SEE NOTE I ss z m VERTICAL CROSS SECTION Inswing configuration Oi;zof p M roi i Off' V N Zm Z Zd w Z m Uo o p o J o a N e o d 059OV -0E w 0 v? cw DATE: 02/ 24/12 SCALE: N. T.S. DWG. Err: JK CHK. BY: LFS DRAWING NO.: FL-15036. 7 SHEET 6 OF 9 3 Y MASONRY I I TYP. HEAD OPENING I & JAMBS 2X BUCK MULLION SHOWN FOR REFERENCE ONLY BUCKANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfarjoints. 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. i 3. Concrete anchor table: STRIKE JAMB Mom 4" 4" 6" r SEE DETAIL I MASONRY J OPENING FRAME TYP. HEAD JAMBS y) TYP. f 1 2X BUCK OTYP r? Gjn J d INSWIN OUTSWI INSWIN ITW ® 1/4" T 1/4" 2" 4" v77TAPCON ELCO ® 1/4" 1.1/4" 1" ULTRACON 4" LATCH dDEADBOLTDETAIL ITW ® 3/16" 1.1/4" 3" 1.1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8"edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. G I I SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L JG G 63 DETAIL 1 Attach surface bolt strike plate to frame NG as shown (Outswing) 6665 63 —7 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) oq cj'yn zNt: om r P Z o co6 1* 1 111 U a •• Z o oz°dv t. Em om o0 maVV , o oo d`oaMN7a in a: m o o a4 cw cNZ 3TI ZU 0o o 10 UZ QU jN1 2m w O N XY aoo a co a HINGE JAMB 63 64 DETAIL I 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 LE: N.T.S. ay: JK BY: LFS WING NO.: FL- 15036.7 a 7 or 9 3 i EE 3" -- SEE DETAIL I T I J 1 TYP. HEAD & _ MASONRY JAMBS OPENING TYP FRAME 1 X BUCK F TYP. N ( SILL I STRIKE JAMB SEE DETAIL 2 FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction c 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to morfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: E WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, 8, 1"o.c. spacing of wood screws to prevent the splitting of wood. J ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE' TYPE SIIE EMBEDMENT TO MASONRY TO ADJACENT '. EDGE ANCHOR ITW TAPCON ITW 3/16" 1.1/4" 3" 1.1/2" TAPCON® i e u O 1117 LATCH d DEADBOLT DETAIL DETAIL I HINGE JAMB Attach surface bolt strike plate to frame as shown (Outswing) 65 66 00 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 1Z = o NM A• J V.. •.4j z°' i '• O f7`" V m M in TLllll•lll WzO n m 0 a N •• m v v a N Ern a 09mva C Nn a Morm m a aco V a4 d o E vZ u cn S d HINGE DETAIL 63 64 DETAIL T Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) U CZp0O O X Ln z z n - Z aS m 0UOfwU> CD N ¢Z W O D: a a SCALE: N.T.S. owo. BY: JK cHK. BY: LFS DRAWING NO.: FL-15036.7 SHEET$ Or 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC 8 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 H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1 /4" X 2-114"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 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEEP 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 6-18 X 1-3/4" PFH SCREW STEEL 61 tVES 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 4.56" 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL r 02 n J i a " I /••••. •\ J O tnp m i ••..... •• `. N > ri m I1 *i IPI `` o n m zo U N d v a o o z q h Z m VEmo 'oNgoaJpo anrm m u a v a0 ` = z° O 3 vLowcw J O ww Lo ~ZQo 33 00 m a m o o o V Oa! a a a oE J J ym z mm N N I-- 2.20" --{ a w o t0 O O o Imo— 2.36" — F HEAD d SIDE 4 63 —1 0 0 19 20 Jamb 16 OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROFILE N 0 2.59" Spacer 4.56" 2.15' v a 2.36" r'-1.68" — 2.14 1i 5.75' 1.69" z N o Z L 1 DATE: OZ1Z F1)2 scnrE: N.T.S. L oWc. JK 0.53" --i r 53 CHK. BY: LFS E INSWING SIDELITE DRAWING NO.: HIGH WATER DAM THRESHOLD Y3 SM STIC UP LITE FRAME 15 Spacer y6 PICSTIC LIP LITE FRAME SS SELF ADJUSTING SADDLE THREHOLD FL-15036.7 c 39 sHEEr 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 813.659.9t97 Florida Board of Professional Engineers Certificate of Authorization No, 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr, Fiberglass Door wl Sidelites Doors Assemblies Edgerton, OH 435179 Inswing l 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 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing. Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,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. Wendell W. Haney, P.E, 2. Drawing No. Prepared by_ Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813)yfy,r7 Lyndon F. Schmidt, P.E. 3. Calculations Prepared bye a - Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) y ` f tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. A 4. Quality Assurance y + Certificate of Participation issued by National Accreditation and Managemerlt Institute, certifying that Therma Tru Corporation is manufacturing products r 4 within a quality assurance program that complies with ISOIIEC 17020 and ST - ,' Lyndon F. Schmidt, P.E. Guide 53. FL PE No. 43409 Sheet of'1 1011612017 k N Classic -Craft,: FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 7. 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. i 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 edae of canopy or overhanq 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 1 Bill of Materials & Components 68.5" MAX. OVERALL WIDTH — z 3 N O w w LL LL w 0 0 x c66 ` r" P P Ll Ij DESIGN PRESSURE (PSF) OVERALL SWING ` FRAME WITHOUT SURFACE WITH SURFACE DIMENSION BOLTS' BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 SCALE: N.T,S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 75036.8 SHEET I OF 9 Z a EXTERIOR zQ: p 6m Oz u zU INTERIOR E m w N a Q. A M n t m d r m a a s4 1 HORIZONTAL CROSS SECTION o - oo? 36.0" MAX. 2 O o° > a DOOR PANEL WIDTH y 2 J 2 0 W W EXTERIOR INTERIOR w w a 4.11 a ocoo r— .30" o 0 oI Z r 0 o e 2 42 TOP RAIL 43 LATCH STILE o y o 0 N N P p O Z W W O 41 ' W O O r 1.49" ¢¢ D0" a a° 1. 48" y » 40 DOOR PANEL F ClassiccraHF NOTE: WOOD DOOR COMPONENTS: OAK ISG>=0.67f z oATE: 24172 HINGE STILE 45 BOTTOM RAIL SCALE: N.T.S. VERTICAL CROSS SECTION DWG. BY: JK m 2 CHK. BY LFS 3 DRAWING NO.: K FL- 15036.8 N 0 SHEET 2 o, 9 13.75" MAX. PANEL WIDTH 7.12' MAX. D.L.O. WIDTH D 2O z = oa. O i w X O i< b i b P 50 SIDELITE PANEL a NOTE: WOOD SIDELITE COMPONENTS: PINE (SG - 0.42( z NOTE: z a 1. Spacing for item #18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 2 (7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 cr_i ecc 1/ 2" MIN. GLASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/ 8" TEMPERED GLASS INTERIOR GI GLAZING DETAIL 5 insulated glass w/ smc lite frame 51 SIDELITE TOP & BTM. RMMIN. SS THK. 1/ 8" TEMPERED GLASS EXTERIOR AIR SPACE 1/ 8" TEMPERED GLASS 5 Q J z v• c2; o In ° z 51 m UN •• 9 a oZd E m z m w ti 0N e NM 960 u 0 o E z U Oo°OuCW O JTa INTERIOR GLAZING DETAIL 18 29 insulated glass w/ pvc life frame SEE NOTE 1 41 IC_ L_LL I 1 51 1. 53"1 5Z SIDELITE STILE 2 VERTICAL CROSS SECTION 3 lE: N.T.S. 5 BY: JK m BY: LFS 3 WING NO: IN FL- 15036.8 0 N o v WW44WF a 0 O. 1-1/4" MIN. EMB. (TYP.) S 50 M SEE NOTE 1 SEE NOTE 1 INTERIOR EXTERIOR 0.15" C'SINK C ( TYP.) HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved 0.15" C'SINK TYP.) INTERIOR U 27 40 EXTERIOR HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION JOutswing configuration Outswing configuration ATE 1 SEE NOTI 1-1/4.'MIN. EMB. (TYP.) INTERIOR SEE 1 NI 14 cif oa 4 3 P 4 EXTERIOR 50 L7 v 20 C A 6 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". XTERIOR JTERIOR HORIZONTAL CROSS SECTION 4 Inswing configuration 0.15" C'SINK TYP.) t9,,'i J z 4 ': Oz dmQ M2 I UN• v Z Zm0 U O n LO C W N P OY 00 0d La m a 0 0o ? woE U C41OOJTf1 o o zo I N 2U LOU DOw U o a Oiin N O Q Ko a SEE NOTE I TDWG. i z DATE: 02 24112 10 12 14 11 SCALE: N. Ts. 10 BY: JK n 9 CHK. BY: LFS HORIZONTAL CROSS SECTION DRAWING NO.: 4 Inswing configuration FL-15036.8 SHEET _4 OF g E 1 VERTICAL CROSS SECTION Outswing shwon - inswing also approved 61 62 EXTERIOR INTERIOR see general rotes, sheet 1 for "HVHT' Water infiltration requirements INTERIOR EXTERIOA 2 VHTICAL CROSSSECTION J Shown w/IX sub -buck 60 61 EXTERIOR INTERIOR for"HVHT' water requirements 6. K01 co 2aUN a 0s0 U D Z U E m O$ N pp J C W d N ] 0m z a an a m a a W W 0 m oZucWOOJTa `j z o 0 O ¢ U Ll IS M m < Of U k KO O ¢ a a DATE: 02124172 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL— 7 503 6.8 SHEET 5 OF 9 v 50 oUSMJMP EE NOTE 1 INTERIOR EXTERIOR 1' VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR SEE NOTE 1(M T$ VERTICAL CROSS SECTION 6 Outswing configuration 5 VERTICAL CROSS SECTION b Outswing configuration SEE NOTE 1 INTERIOR WA EXTERIOR VERTICAL CROSS SECTION G Shown w/1Xsub-buck INTERIOR uter• A%YQ N j Z MM. 7 6* Z mk1:y0` z o z ri 6 a N •; 5U7 0 V O Zzarmmo aa N c w Mn7 a t m co a m aaw 4 0 o E vZ y U S cwa NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. EXTERIOR SEE NOTE 1 33 z cc4Laa m ^ 1-0 n . z c DATE:02/24/12 a p > SCALE: N.T.S. - DWG. BY: JK cHK. BY: LFS 3 4 VERTICAL CROSS SECTION DRAWING No.: h 6 Inswing configuration FL-15036.8 0 SHEET 6 ., 9 N Q MASONI OPENIN 2X BUCI 4" 8" D TYP. HEAD JAMBS SEE NOTE I MULLION SHOWN FOR REFERENCE ONLY f Y J BUCK ANCHORING STRIKE JAMB 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: ITW TAPCON® 1/4" 1-1/4" 2" 4" ELCO ® 1/4" 1.1/4" ill 4" ITW ® 3/16" 1-1/4" 3" 1.1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 3" MASONRY 1 I I OPENING FRAME 4" I III SEE DETAIL 1 XD 1111 0 TYP. HEAD & JAMBS bTYP. a d ci J 21 BUJ I T ISILL — I I I I I SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L ourswwG 63 L INSWING DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) ouTswlNG 65 66 L INSWING 63 LATCH & DEADBOLT DETAIL DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 1 HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) Z. WrnL Ern o 1) c0 z a N ZOvzo Q Ern m N o u°a pc a00. dCz o E 0 iU cno3a HINGE DETAIL N ZO_ Iz o' no = 0C, Zo N QO QV) w m < Q U o YoQmm a a DATE: 02/24/12 1 1 STALE: N.T.S. c OWG. BY: JK m CNK. BY: LFS ; DRAWING NO.: ll FL-15036.8 a N SHEET 7 Of 9 .. C SEE DETAIL 1 J TYP. HEAD & JAMBS MASONRY OPENING FRAME M TYP. N I BUCK TYP. SILL lJJJ - I 1 1 1 1 SEE DETAIL 2 STRIKE JAMS FRAME ANCHORING i CONCRETE ANCHOR NOTES: Masonry IX 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 mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANdid R'> ANCHOR M1N: MIN: CLEARANCE MIN.:CLEARANCE. TYPE SIZE EMBEDMENT TO MASONRY: TO ADJACENT :- EDGE ANCHOR ITW ® 1/ 4" 1-1/4" 2" 4" TAPCON ITW TAPCON® 3/16" 1-1/4" 3" rrvvv Rcrr imm Wnvn nviw: Maintain a minimum 518" edge distance, I"end distance. & 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) OUTSWING OUTSWING INSWING TiINGEDETAIL 63 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) voi N d * 4 z ai, L 0- Um0 1YfiJ` Q.cmn N 2 pfaN.. Z Z U e0 CMe8io enna a S m C W drm mo: a a d E oz a u c 8 a Y Doz CO, v z OU WU U WU WWv, o Q O n K a E: 02/24/12 LE: N. T. S. BY: JK er: LFS WING NO.: FL- 15036.8 Er 8 OF 9 BILL OF MATERIALS ITEM 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 2-1 /2"PFH WOOD SCREW l .l5" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2"PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN;.I THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 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. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 6-18 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 SIDEJAMBPINESG >= 0.42 WOOD63 SURFACE BOLT STRIKE PLATE STEEL J20 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL 64 10 X 2-1/2" PFH SCREW STEEL 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 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL MATERIAL 11l `` U N o7 Z a O XO Za Z U ogro 9m W c £ rnM 5 Qrm da a maaD s 0 4 I w O o° d Q: n o ¢ ti ww V) J z a v) Kg g r o0 m a J pUKmO8 0 a a a E J J Y mz° n a N v o0 V v 2.20 --) O O o Ci II oo 2. 36" a HEAD 8 SIDE tom— 4.63' 19 20 J. d > > 0 16 OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROFILE w z 4. 56' 2.59" SPacer 2. 15" a Q 2.36" I- 1.68 - { 1.68" 5. 75' ^ Z i 2." 1. 69" a o u z Fn L DATE:02124112 z z zo CD n a cooSCALE: N.T.S. F 1 q — DWG. BY: JK m CHN. BY: LFS N iDRAWINGNO.: 39 HIGH WATER DAM THRESHOLD PLASTIC LIP LRE FRAME 15 INSWING SIDELITE 26 PLASTIC LIP LRE FRAME 33 SELF ADJUSTING SADDLE THREHOLD FL-15036.8 0 SMC Spacer PVC N SHEET 9 OF 9 R W R W Building Consultants, Inc. Consulting and EnB gineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Thermal Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 435179 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5: For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the,edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A;B;C STTS00001 15427-107362 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. Siqned & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) r ea r gR Lyndon F. Schmidt, P.E. 4: QualityAssurance Certificate of Participation issued by National Accreditation and 4 rxj N, Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies a i, with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. Y _ r ' FL PE No. 43409 10/16(2D17 Sheet 1 of 1 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Classic -Craft,. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as 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 "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 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". fu 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in a non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle hPtwthe PrinP of cnnonv or overhana to sill is less than 45 degrees. z z E TABLE OF CONTENTS SHEET # I 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 buck masonry construction 8 Astragal details 9 Bill of Materials & components 74. 5" MAX. OVERALL YRAMt WIUIFi - 1777= 1 19; 9 17!= 1 Lx;;EMWA L7 115;00 O L Z 3z O j = L L1J Y Y Q L W O O K X a i ;E b to a o alit DESIGN PRESSURE (PSF) OVER ' SWING FRAME WITHOUT SURFACE WITH SURFACE DIMENSION". BOLTS BOLTS POSITIVE— NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5"965_+47.0 47.0 60.0 60.0 Cos ATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK OHK. BY: LFS DRAWING NO.: FL- 15036.9 SHEET I OF 9 41 . ' t92 — W EXTERIOR 42 =N 7 i 4110- 43 :iY> ry 1a cmn o m V N .. ri INTERIOR 46 p U D Z U Em Z m u N O 9pomN co a a m Lam HORIZONTAL CROSS SECTION 0 $ E z° 36.0" MAX. 2 w DOOR PANEL WIDTH Y 2 2 a O O C: y EXTERIOR INTERIOR 5 m 3 4.11" w N C — G co o LI E Z a a c dom Z 0 m T t OO e U Umu2 42 TOP RAIL 49 LATCH STILE ^ a V it) O O U N N N U N P Z W W O tp h W 1.49" 39' a d1.48"I 40 o Classic DOOR PANELcrag F a NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.671 O iZ45NCOcZZ a DATE: O1 2412 i pHINGESTILE45BOTTOMRAILSCALE: N.T.S. 2VERTICALCROSSSECTION2 DWG. BY: JK m E CHK. BY: LFS 3 DRAWING NO.: N FL- 15036.9 0 SHEET 2 OF 9 N 1 2 1-1/4"MIN.t,y i v 4 4 EMB. (TYP.) ° n n 20 A ; W z° * Ncdp m z O m 0 v !/llll I11 Ov n .. z 8 z 0Z m ( 3 u Eo m u fll 40 7 Na U sotm INTERIOR a m d a 4 Q ` 1 0 3 o9z 2 3 Cw MB 3d 3 4 O—_ 17 3 oO o z o0o; o ¢— EXTERIOR 10 10 H < s m o W i N 9 WK w c VLo 061 E m xo 4 HORIZONTAL CROSS SECTION g 1-1/4"MIN. 3 Shown w/1Xsub-buck 1-1/4"MIN. C, EMB. ( TYP.) I 3 4 5 EMB. (TYP.) o 4 4 4 C 0 a a m C' SINK C'SINK — ° o N L (TYP.) (TYP.) L m m 20 20 o0 y N N V $ $ n a ° $ ° o Z 7 40 i 40 7 INTERIOR 7 INTERIOR o o R ww o U ¢¢ o a > EL ° z W Z O ° N a K 10 EXTERIOR 13 EXTERIOR 10 w 40 4U 10 a DATE: 02124112 t B t0 9 U 279LB SCALE: N.T.S. ° E E owc. Br: JK m CHK. BY! LFS i E 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: 1 HORIZONTAL CROSS SECTION N 3 Outsvr ng shown -inswing 3 Outswing shown - inswing 3 Outswing shown - inswing FL-15036.9 also approved also approved also approved ° SHEET 3 OF 9 N 0 u 1' za wE 14 z a vU'Z.: EXTERIOR INTERIOR 62 60 61 i VERTICAL CROSS SECTION 4 Outswing shwon - inswing also approved see general notes, sheet 1 for "HVHT' water infiltration requirements a a 61 EXTERIOR INTERIOR EXTERIOR 61ON VERTICAL CROSS SECTION see general notes, sheet I for"HVHZ" Water infiltration requirements s• sheet 1 infiltration z _ N p Qy M cf,: Q drn yea cN" O n Z U N •• V a 0 2 a L 900 ° U W a d o a ma`a wa LE: N. T. S. BY: JK BY: LFS WING NO.: FL-15036.9 E 4 OF 9 z g 4" I N•• Q z y drn i •\ T YO11 cv III 1 h e 1 1111 o a 01 Z 1 •• dvcfiINnO ye a m o akJ MASONRY OPENING a z° a o V v 0° JT OO Z O n Jg Z 2XBUCK— xm U N ft to U o 6 o a s aa JJym m m W W r v 0 0 N N O oWW zO ti = O fn Of ANCHOR NOTES: O 1. Concrete anchor locations at the corners may be adjusted to maintain the min. BUCK ANCHORING o 0 edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to n maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a a F 3. Concrete anchor table: o CLEARANCE' MIN. ANCHOR ANCHOR a N TYPE:- 8„ D TYP. HEAD 8 JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY SIZE EMBEDMENT 4" 6„ SEE DETAIL J „ I„ MASONRY TYP. HEAD OPENING & JAMBS ASTRAGAL _ SHOWN FOR _ FRAME REFERENCE ONLY O 2X BUCK F SEE DETAIL TYP• 2.. I SILL I I I I I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 7. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to morfarjoints. 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 SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE -:` ANCHOR :.:-: ITW ® 1/4" 1.1/4" 2" 4" TAPCON ITW 3/16" 1.1/4" 3" TAPCON® VIUUU J1- KLW IMIALLAIIUM nrU1CJ: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I'• o.c. spacing of wood screws to prevent the splitting of wood. SEE DETAIL MASONRY TYP• HEAD OPENING _ & JAMBS — ASTRAGAL — SHOWN FOR FRAME REFERENCE ONLY _ < 4? U N O 2X BUCK F SEE DETAIL TYP 2•, SILL — I I 1 I I I I I B FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF 2 2 21, 63 L 64 DETAIL 1 DETAIL I 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) 1'/i vo'. c'r 01 m QU N o * rc:iT LLm Oz om z o m dZIIj111UX 1 r\\`\/ a O G Z c 3 N w n O° m o i aZ c o O c IJ 8 3`d 3 YUZ m y 0U UN aN1 o0m WU 2W w U} Z R Ow O a a HINGE JAMB LATCH d DEADBOLT DETAIL e_ o 0. z 1 E: 02 24172 LE: N.T.S. `- BY: JK u 1. BY: LFS 3 WING NG,: FL-15036.9 V 6 of 9 2 z E v s 3 6 1 IIFTT I I SEE DETAIL MASONRY 1 TYP. HEAD OPENING JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY I X BUCK F SEE DETAIL TYP. 7.. SILL I I 1 II 11 I I FRAME ANCHORING Masonry 1 X buck construction for DP <= 48 PSF 7.5" 3 SEE DETAIL MASONRY TYP. HEAD OPENING _ g JAMBS — ASTRAGAL — SHOWN FOR — FRAME REFERENCE — ONLY _ g y UVO' IX BUCK — IF — SEE DETAIL TYP. 2" ( SILL — I I I I 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: L T ANCHOR ANCHOR MIN. MIN. CLEARANCE` MIN. CLEARANCE TYPE$IZE EMBEDMENT TO MASONRY > EDGE TO ADJACENT -: ANCHOR ITW TAPCON ITw ® 3/16" 1.1/4" 3" TAPCON YYVVU JI.KCI'1'IIVJIALLAIIVIV IVVICJ. 1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and Ca DP <= 60PSF y 67 2 63 63 L 64 DETAIL I DETAIL I Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plate to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 o 63 DETAIL 4 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) g, i j 11• o m Zan •• n v z m ao Lp W S4rm soI a maaa rn 0 o Z RRE 7J Y UZ 1 J oa 3 WU m w w m z o o a r a HINGE JAMB LATCH d DEADBOR DETAIL ki'V E:02/24/12 LE: N.T.S. e+: JK a BY: LFS 3 WING No.: ° FL— 15036.9 ET 7 or 9 N k N."7 i Q'iQ omV; G> 2 61 11 I1 y, UN•: C v Z 0 Z Oo 95.25' N NM Z)dta y4 mna 18.38" -- 20.63" 18.5------------ }- 14.38" -{ E `o i o vuc Li cn p 88 T a O O 3 j$ TYP. o w 0 N 13 TYP. TYP. 13 wU w xDo N LlN F- m a ¢ U OOfa a E;-4.5' 4.5' J JCO 3.25' 3.25' U U z, 2 n c D O 0.75' 1.91" -- 0.75' _ N N Ln O wSEENOTE13m ii-- 0.06" o o CV O ti ti 4 0 Z)a lz N N 0.13" e a FA ^ a 1 ASTRAGAL DETAIL i N O O Z U NOTE: DATE: 02/24/12 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALE: N.T.S. THE BOTTOM. DWG, BY: JK m CHK. BY: LFS 3 E DRAWING NO.: FL-15036.9 0 SHEET 8 OF 9 N 0 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 435179 Inswing / Outswin9 9 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 for2x 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 STfS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. 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 Prepared by 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. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) F , Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 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 Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products O ° within a quality assurance program that complies with ISO/IEC 17020 and Lyndon F. Schmidt, P.E. r w FL PE No. 43409 Guide 53. 10/1612017 Sheet 1 of 1 u J$ t3 a 6 • .^ Doe Classic -Craft.: FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "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 on 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 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 or 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 z 3 z O U1 ILA S = 5 w w ffi O 00XX f < EoyaeP O Jk z o rn iW\ ZZ7,0)` Q CNM Mz m z V NvO Z U n Z QQ mV r0 6 . 10 S CW a E 0a d 0a a m0: am 0 0 O CW 8 3` d DESIGN PRESSURE ( PSF) OVERALL .. SWING : FRAME WITHOUTSURPACE WITH SURFACE DIMENSION ? BOLTS BOLTS POSITIVE NEGATIVE., POSITIVE NEGATIVE' sl 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 GATE: 02/ 24/12 SCALE: j 1.T.S. owc. er: JK cHK. ar: LFS FL— 15036. 10 EU 1 OF 10 at vo EXTERIOR N• d42 - z Q: Q In u rn43 , : C' Q t M UN •• 0 Q c O Z 0 Z U INTERIOR 46 N o.° ° o o a tin < m a a m LL HORIZONTAL CROSS SECTION o E Z 36.0"MAX. 2 g >`.w o a DOOR PANEL WIDTH 2 J 2 O C) CQy J W EXTERIOR INTERIOR 4.11' a om C 30 W o 0 a Z a a 4 } 0 ® }T J J 0 O m 4 X p 2 4 i 42 TOP RAIL 43 LATCH STILE " rn o 0 N ( n a p p z W W _O 41 ti x I O O 40 DOOR PANELClasvcGraff ILAa o ^ oNOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67) uz 45 N O c z c DATE:02124112 i HINGE STILE 45 BOTTOMRAII SCALE: N.T.S. 2' VERTICAL CROSS SECTION DWG. BY: JK . 5. 2 GHK. BY: LFS ? DRAWING NO.: N FL-75036.10 0 N SHEEP _L OF 13.75" MAX. PANEL WIDTH 7.12" MAX. D.L.O. WIDTH w 2 x C0 Ed _ z a O w O X =? i 0 P EXTERIOR INTERIOR SD SIDELRE 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. EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 MIN. SS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR GLAZING DETAIL G I .5 insulated glass w% smc life frame Fr GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS I Q nrNp>rn Yll= Cq:a crnro v Z 51 To Z 0 Uoco9mcccw 0 E vz O w O JR EXTERIOR INTERIOR SEE NOTE I o 0 a a00 Eo j z zo T 1 51 DATE: 02 24/12I 1.53" 1.53"-- SCALE: N.T.S. 51 SIDEUTE TOP & BTM. Rail 52 SIDELf1E STILE DWG. BY: JK a CHK, BY: LFS 3 2 VERTICAL CROSS SECTION DRAWING NO.: G n 3 FL— 15036.10 SHEET 3 OF 70 r a 0 SEE NOTE 1 M 14 50 11 INTERIOR a E a EXTERIOR a 20 0.15" C'SINK TYP.) B 1-1/4° MIN. 1HORIZONTAL CROSS SECTION EMB. ( TYP.) l d / Outswing shown - inswing //3\ 1 alsoapproved6 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". 2 HORIZONTAL CROSS SECTION 4 Outswing shown - inswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION Outswing configuration IOTE 1 INTERIOR SEE NOTE 1 EXTERIOR 1- 1/4"MIN. EMB. ( TYP.) 4:) m N N o E 7 N Z roF'0 dm m mooMo M Z U N •• o v U Z a Em z m o p NPZO c W d poa N mrLam a 0 E oZ U G TW OOJd0 I in Qv) Z U o C A w J w 5 HORIZONTAL CROSS SECTION a 4 Shown w/IX sub -buck ° o a a 0. 15" C' SINK TYP.) EXTERIOR SEE NOTE 1 INTERIOR 10 12 14 D TE:2 02412 10 SCALE: N.T.S. 9 owc. BY: JK o HORIZONTAL CROSS SECTION CHK. 8Y: LFS 4 Inswing configuration oRMING No.: FL— 15036.10 = SHEET 4 ov 10 f U 9)- - EXTERIOR INTERIOR U 62 60 61 1 VERTICAL CROSS SECTION Outsw ng shwon - inswing m also approved ^ w EXTERIOR INTERIOR o 0 e 65 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHZ' water infiltration requirements 61 m w 62 EXTERIOR INTERIOR o 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for"HVHZ Water infiltration requirements e a: e de a. INTERIOR •'r 2 QVERTICAL CROSSSECTION JShown w/1X sub -buck 60 61 A. EXTERIOR INTERIOR yj z° F:Qorn U r// * 1 o n m z° o a Z p Z U tp 0 ° w mMaacf i Z v° woEQVuuCW o0JTaa N o z 0OO J Q C Wm < U U O o F rL as DATE: 02/24/12 SCALE: N.T.S. DWG. BY; JK CHk. BY: LFS DRAWING NO.: FL— 15036,10 SHEEP 5 OF 10 FZ Q o 0 p z d L a 1 50 M fn z a o VUSEENOTE1 INTERIOR - EXTERIOR EXTERIOR r-*'\ VERTICAL CROSS SECTION SEE NOTE 1 C 6 Outswing shown - inswing also approved _ 1 Z INTERIOR EXTERIOR SEE NOTE 11 M , Er) Zp: Z_ d 19 N d 331 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR JW-AEXTERIOR INTERIOR VERTICAL CROSS SECTION 6 Shown w/1X sub -buck p D VERTICAL CROSS SECTION 6 Outswing configuration p o LLLLC Jyn W.06 0iZ u_mn i i i Illl 1 1 *t 11 , s v o nn m z 61i' UN•. 2 G Z U m 0 a. Lmda LL cp a 0Z O b W3`a NOTE: 1. Anchors ass y thru head and sill at 4" in from each corner end. INTERIOR EXTERIOR SEE NOTE 1 33 z a i p p 4 VERTICAL CROSS SECTION Inswing configuration sE: 02/24/12 ALE: N.T.S. rG. BY: JK IK. BY: LFS AWING NO.: r FL— 15036.10 EET 6 or 10 MASONRY OPENING 2X BUCI B„ D TYP. HEAD JAMBS ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE 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: ANCORH ANCHOR MI N. MIN. G:LEARANCE MIN. CLEARANCE IYPE.: SIZE EMBEDMENT: TO MASONRY EDGE 10 ADJACENT ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON ELCO ® 1/4" 1" 4" ULTRACON ITW ® 3/16" 1.1/4" 3" TAPCON VVUUU 3UfQ:W IN31ALLAIIUN IVVIW: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 7.5 3" ---i" MASONRY OPENING FRAME -/ 2X BUCK ASTRAGAL STRIKE JAMB 2 L 63 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outsw ng) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) E 3 d' I 13„ TAII I II II I L 1 I II I II SEE D U 0 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 DETA112 Attach surface bolt strike plate at the threshold Inswing) 28 I L L 0 27 LATCH d DEADSOLT DETAIL HINGE DETAIL N ZO_ Uf7ZU K O CDIO UOO V/ QU KU ¢Z w m N C,O o UU a mm 0. a DATE: 02/24/12 SME: N.T.S. OWG. BY: JK OHN. BY: LFS ORAWNG NO.: FL-15036.10 SHEET % OF 10 w a ti,' o U: o:J1i K`z o. a °gin I, a N „ z 2. a x o N n c Ez_m oa MASON u ° 9 o a OPENING co rl m m a la) 28 4 o E v°z LUCtJO o Ja H Z 8 PRAM N L o m0 1 D o v z 27 CS m ac m < ¢ Z Z o 1 X LATCH d DEADBOLT DETAIL o O L N a Q a a n IT- m 12 m m 10 10 R v) zHINGE JAMB w ASTRAGAL STRIKE JAMB FRAME ANCHORING 2 2 Masonry 1 X buck construction HINGE DETAIL W CONCRETE ANCHOR NO7E5: a 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a a edge distance to mortarjoints. > > z 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 2 63 w z may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 64 63 a 3. Concrete anchor table: o - m O z ItN z U DATE: 02124112 i ITW 63 SAIE: N.T.S. 63 G 64 2 c; BY: JK m DETAIL 2 DETAIL 2 DETAIL 1 DETAIL 1 cHK. BY: LFS 3 Attach surface bolt Attach surface bolt Attach astra al/surface bolt Attach astragal/surface bolt gDruvnNG 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, d I"o.c. spacing of (Inswing( (Outsw ng) as shown (Inswng) as shown (Outsw ng( FL-15036. 10 0 wood screws to prevent the splitting of wood. SMEEr 8 Or 10 7. 5' RY BUCK 6" SEE DETAIL TYP. HEAD G JAMBS ASTRAGAL SHOWN FOR E M nP• REFERENCE ONLY U O N F TYP. SILL SEE DETAIL 1 1 I I l I I I l ANCHOR ANCHOR': M1N ;:; M1N. CLEARANCE MIN. CEARANCE. TYPE SIZE EMBEDMENT TO MASONRY:.: TO ADJACENT EDGE ANCHOR TAPCON ITW TAPCON® 3/16" 1.1/4" 3" 1.112" V . i N Q ' °' I ••''• 1 • I \ J 7 N W P1 mI z U am 0 Z Er. Zo , m o 95.25' cNa 9yg5C5c0m maa 8.88" , 8.38" 20.63" 18.5 14.38" w C C D0Ez w O O 13 TYP. OO o J G IN o 13 TYP. TYP. 13 g m wo w xwIn Na ¢ V O 0O 4.5' 4.5' aa aa J J rm 3.25' 3.25" u O 7 2 mm n a 0.75" 1.91" 0.75" O o ww w zO SEE NOTE I n3 N N a a 0.1Y e v o ASTRAGAL DETAIL 1 Oz NOTE: DATE: 02124112 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALE: N.T.S. THE BOTTOM. owc. BY: JK CHK. BY: LFS DRAWING NO.: FL- 15036.10 SHEET 9 OF 10 BILL OF MATERIALS ITEM 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 LRE FRAME (SMC) 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 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-TRU WITH YIELD STRENGTH Fy (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 (1.9lbs. DENSITY) POLYURETHANE 11 3/8" 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 /7' PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 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 6-18 X 1-3/4" PFH SCREW STEEL 64 10 X 2-1/7' 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 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL I- 4.56" ---{ N I o F 2.36" 19 20 HEAD d SIDEJamb _ 2.59" 4.56" f -1.68" 2.36" o 39 HIGH WATER DAM THRESHOLD 23 SMCSTIC LIP LRE FRAME A T6 OUiSWING SIDELITEASpacer 2.14" L wci v 15 INSWING SIDELITESpacer 50 z0 In tc.i O ErnY• Oj pain ii Y•••.. ... J > m 2 N :2\` O M m Z U N •• 5 v 0c zd Lp° O uay 16 p 0a m O:ke 9 W 0 a E oZ Td M 1 I I 00 as 1.68" I M BUMP FACE THRESHOLD LOW PROFILE 5.75" mowea DATE. 02 24112 SCALE: N.T.S. h i i--.53" L - y1 Dwc er: JK CNK. BY: LFS DRAWING NO.: 26 PLASTIC LIP LITE FRAMEPVC 6? 33 SEIf ADJUSTING SADDLF THRENOLD FL- 15036. 10 SHEET 10 OF I 1 /2/2018 Florida Building Code Online BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map I Links i Sean dlon, da i ,Product Approval r USER: Public User r>xvrxf , r¢ 1`vri'.spm 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies i 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 v 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 Date Approved Florida Building Code Online 10/10/2017 6° r a W A z wad M Er e e 5. r rr rk s ti https://www.fl FL # Model, Number or,Name Description . . 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No 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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.odf 15332.2i SERIES 420 ALUMINUM SGD` SERIES 420 ALUMINUMrsSGD-X XO XX _96 x80 _ NON . REINFORCED] Limits of Use,,,,,.—_, Installatiq nstructionst Approved for use in HVHZ-: No' FL15332 R4 II 0 -00498E pdf1_ -_ Approvedforuse outside HVHZ Yes; Verified By: Luis, Roberto Lomas 62514 Im act Res,istant:-No, Created by Independent Third PartyYes P DesignPressure ' N/Aa _ , .u, _ Evaluation Reports 111- 1-1,. Other: REFER TO APPROVAL DOCUMENT FOR DESIGNAPRESSURE; FL15332 R4?AE 510805D odf RATINGS, Created by Independent Third _Party: Yes' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C 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 j FL15332 R4 AE 512968C.odf a ._ 15332 4k SERIES 420`ALUMINUM SGD SERIES 420 ALUMINUM'SGD REINFORCED OX XO XX 96 x96 REINFORCED; Limits of Use Installation`°Instructions! Approved for use in.HVHZ; tNo. 'FL15332 R4'II 08-02249C otlff Approved for use outside HVHZ YesVerified By: Luis Roberto Lomas 62514" ImpactytResistant: No Created by Independent Third Party:_ Yes,' Design Pressure -N/A1 _ _ Evaluation Reports_ Other REFER TOAPPROVAL DOCUMENT FOR DESIGN PRESSURE+ FLl'S332 R4 AE'µ512969C.-_ _ RATINGS. Created byLLIndependent Third PParty_, Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.odf RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00499E.pdf 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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Evaluation Reports FL15332 R4 AE 510806D. odf 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 Approved for use in HVHZ: No FL15332 R4 II 08-00501E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510808D.odf 15332.8' SERIES 430/ 440.ALUMINUM SGD, SERIES 430/440 ALUMINUM SGD XXX_143 x80" NON-' REINFORCED limits of Use Installation Instructions' 1 /5/2018 Approved for use in HVHZ:No FL15332R4''II O8 00502E: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 Evaluatlon.Report s Other REFER TO APPROVAL D'OCUMENT,'FOR DESIGWPRESSURE FL15332 R4--AE 510809D `pdf RATINGS° ( Created byIndependent,third,Party:Yes' 15332.9 — SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in 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.Ddf 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. 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 addi 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 wi<- 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%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED. TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 1X BUCK OVER MASONRY/CONCRETE 1S OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 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 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS I REV I DESCRIPTION I DATE I APPROVED A JADDEO 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 06/20/17 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC w11Lltrrrl/ii 650 WEST MARKET STREET 1IN\`' FL. Lp i GRATZ, PA 17030 J,•\\ GENSF9S p 6'S1 * = SERIES 420 SGD 96" X 80" NON —REINFORCED NOTES Q;' TAT OF 4J i'< ' PGORIDQ;• s/iIE G\ DRAWN; Dwc No. REv 08-0098 E 0NALscutDATENTS02/23/09 OF 10 Luis R. Lomas P.E. FL No.: 62514 L. ROBERTO LOADS P.E. 14=WOODFORDROLEWISVILLE.NC27027 434-688-OW9 dlom4st?ldamsspa.cam 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6 MAX - MAX -{ 6" MAX O.C. 6" MAX 17" MAX O.C. O X 80" MAX FRAME / HEIGHT / 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE -CHARTS Al AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 48 112' x 79' 2. MAXIMUM D. L.O.: 44 "' x 74 5i8' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART#99-04-145) LOCATED 38 314' ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART 499-17A 95) AT EACH END OF PANEL BOTTOM RAILS RLASIONS DESCRIPTION ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHARTMI 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 42D 48.0 in) 60.00 72,00 84.00 96.00 Pos I Neg I Pos I Neg I PoS I Neg I Pos I Neg 80.0 40.0 55.1 40.0 48.2 1 40.0 1 43.4 1 40.0 1 40.0 CHART A2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pst) Frame Single Panes and Total Frame Width (in) Height 30.0 36.0 420 48.0 in) 60.00 72.00 84.00 96.00 Pos I Neg Pos I Nog Pos T Nog Pos Neg 80.0 55.1 1 55.1 48,2 1 48.2 43.4 1 43.4 40.0 1 40.0 CHART dr3 Number oranchor locations required Frame Haight in) Single Panel and Total Frame Width (in) 30.0 36.0 42.0 48.0 60.0 72.Q 84.0 96.0 H&S I Jamb H&S Jamb H&S Jamb H6S Jamb 80.0 4 5 5 5 6 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION DwC NO. F.A. 08-00498 5" NTS DA' 02/23/09 SHEET2 OF 10 L ROBERTO LOMAS P.E. t432WOODFORD RD LEWISVILLE, NC2:023 434-685,0604 ruwn4yQrrromagpr.com DATE APPROVED 03/05/12 R.I., 10/29/13 R.L. 12/06/13 R.L. 07/30/15 R.L. 06/20/17 R.L. SIGNED: 0612012017 1t• (51 •,x TTArf OF RLv ZORM • ' E isS ONA ltEa`. Lu(s R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMB$ SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17- {_ 6" MAX MAXO.C. I 6" MAX I 17" MAX O.C. 80" MAX FRAME HEIGHT 6" 1 AX SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS 6" MAX NOTES: I. MAXIMUM PANEL SIZE: 48 1,2' x 79" 2. MAXIMUM O.L.O.: 44 "" x 74 518" HARDWARE$iHEDULE FLAT MOUNTED HANDLE SET (PART a99-04-145) LOCATED 38314. ON CENTER FROM PANEL BOTTOM METALLIC TAN DEM ROLLERS 1PA.RT b99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS REVISIONS Dcwm"ON 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 #4 Number of anchor local! ons required Frame Single Panel and Total Unit Width (In) Halghl 00.0 36.0 42.0 4&o 60.0 72,0 84.0 96.0 HQS I Jamb I H&S I Jamb H6S Jamb H6.S JamO 0.0 4 1 S S S 6 S 8 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWN: OwC N0. F.A. 08-00498 sc.E NTS D1E 02/23/09 s 3 OF 10 L. ROBERTO LOMAS P.E. 1432WOODFORD RD LEWISVILLE, NC 27023 434-688,0609 Rlanast tnomaspa.com . SIGNED: 06/20/2017 gip•" TAT E OF i Fs; F O R i0P •GC 110NAl1F?` Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK BY OTHERS P 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE EXTERIOR II II Is II INTERIOR y— E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. STANCE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION 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 DETAJLS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. " 1/4" MAX. SHIM SPACE 1 INTERIOR I-- 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 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: Dwc No. F.A. 08-00498 CALE NTS DA`r 02/23/09 sN-4 OF 10 L. ROBERTO LOMAS P.C. 1432 WOODFORD RD LEWSV4LE, NO 27023 434-66S-0b09 rfbmas 4lortu;py.plm SIGNED: 0612012017 STrA TkrE OF 40RLOP• tz SS/0NAl. ljilll1O 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. F-7 EDGE DISTANCE 1 /4" MAX. SHIM SPACE SMS OR DRILLING N 3 ILL 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 CLARITYY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i 1/2" MII EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS c Ra aa f04%ONS 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 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 50" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 SC'"E NTS I DATE 02/23/09 1 SH-5 OF 10 L. R06ERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 270M 434-688-OW9 rlfornasQlrlomayµr.com SIGNED: 0612012017 GENS 0 51 aT/A T ccE 0 F REv % 0' F'•cI0RI0P•? E NAIIII `E?`\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1 1/2" MIN 1" MIN, REV DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. n " C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. a .. 1 1/4" MIN. a: D REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ °+ a, ' • EMBEDMENT EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY BY OTHERS r 1/4 MAX' L SHIM SPACE OPTIONAL BUCK1X BUCK t 1/4° MAX. YI TO BE 1 a SHIM SPACE PROPERLY MIN. INTERIOR SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 c 3/16" TAPCONLj I. MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN :a . A BED OF APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ JAMB INSTALLATION DETAIL l OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY CONCRETEIMASONRY INSTALLA TION i BY OTHERS SECURED SEE NOTE 3 SHEET 1 a. —I 1 1/4" MIN. NOTES. e EMBEDMENT 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. a . • 4' .. _ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2T 12 SIGNED: 0612012017T: z 7/8MIN 1 MI". MI WINDOWS AND DOORS LLC sSEPARATIONEDGEDISTANCE650 WEST MARKET STREET LOij VERTICAL CROSS SECTION GRATZ. PA 17030 -G E Iv CONCRETEIMASONRY INSTALLATION SERIES 420 SGD = *" 0 51 * -- 96" X 80" NON —REINFORCED ;a= FRAME INSTALLATION DETAILS $$TAT OF DRAWN: Dwc ND. REv %'c COR10Q:• F. A. 08-00498 E At SCALE SCALENTS DATE 02/23/09 SHEET OF 10 /I111U111\\\ yL. ROBERTO LOMAS P.E. 7432 WOODFORD RD LEWISVILLE, NC 27= Luis R. Lomas P.E. 4. U-686.0609 Al as6Nl.mavnrv— FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OD 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 IN ACCORDANCE WITH ASTM E2112 1/2" MIN. GE DISTANCE 1 S/8" MIN. SEDMENT 1 3/8" MIN EMBEDMENT 1 /4' MAX. VOR IE SET IN APPROVED SEALANT MIN. v1 ENT MIN. CLING DISTANCE REVISIONS OMCRIPTION DATE I APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L 1/4" MAX. SHIM SPACE i DISTANCE T'— MIN. INTERIOR WOOD , CREWS EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS 10 S JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCKINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWC N0. F.A. . 08-00498 u"= NTS I DATE 02/23/09 1SttEET7 OF 10 L AOSERTO LOMAS P. E. 14J2 WOODFORD RD LEWISVILLE, NC 270.J 404-08.0609 rlfomasBlrtw sp- SIGNED: 0612012017 04I .\ C E N S. TATarz 0R%'D Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN BED OF kPPROVED 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 SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2" MIN. EDGE DISTANC f 70 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS REVISIONS REV DCSCRIPTION DATE I 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 OETNLS 07/30/15 R.L. E REVISED INSTALLATION DEINLS 06/20/17 R,L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 108-00498 GLE NTS I DATE 02/23/09 SNEET8 OF 10 L. ROBERTO LOM4$ P.E. 143Z WOODFORD RD LEWISVILLE, NC:TD;J 43adB8-0tiO9 i7fanas®rybmaspe.can SIGNED: 0612012017 0 v .\OENSFgP GlitTAAccT OF Luis R. Lomas P.E. FL NO.: 62514 REVISIONS t 1/2•• MIN 1" MIN. REV DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE TI A ADDED CHARTS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. 1 1 /4" MIN. r° EMBEDMENT D REVISED INSTALLATION OEiPlls 07/30/15 R.L. CONCRETE/ EMBEDMENT E REVISED INSTALLATION OETAJLS 06/20/17 RLL- MASONRY 1/4" MAX, BY OTHERS SHIM SPACE T_ I OPTIONAL 1X BUCK - ..• 1/4" MAX - TO BE SHIM SPACE PROPERLY 1" ° SECURED MIN. INTERIOR SEE NOTE 3 EDGE SHEET t DISTANCE 3/16- TAPCON • • . a I EXTERIOR INTERIOR MIN J SEPARATION 3/16" TAPCON ' EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY fi 3/16" TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET i BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER ANDJOINT SEAL4NTBY OTHERS TO BEf 1 1/4" MIN. DESIGNED INACCORDANCE WITH ASTM E2112 ems' , . _ EMBEDMENT SIGNED; 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET \5 R• Lp i 2 7/8" MIN t" MIN. GRATZ, PA 17030-.\GI-NS F SEPARATION EDGE DISTANCE SERIES 420 SGD `>fc• 0 61 * = VERTICAL CROSS SECTION 96" X 80" NON -REINFORCED o CONCRETEJMASONRYINSTALIATlON FLANGE INSTALLATION DETAILS TAT OF w DRAWN: OWC ND. RCv O' CC F<0 RIOP • 4 scNE wre OS 50 498 E /i/sS/ONA 1\ NTS 02/23/09 9 OF 10 L. ROSERrO LOMAS P.E. Luis R. Lomos P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.6w-0603 FL NO.: 6251411lwrwyJklOmarpn.com WOOD FRAMING BY OTHERS 8 WOOD SCREW 1/4" MAX 1 I! SHIM SPACE 1 1/4" MIN. EMBEDMENT v I f APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN J r:Li EDGE DISTANCE I( EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS TRIM — 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4" MAX HOOK STRIP 1/2" MIN. EDGE DISTANCE RLVISIONS REV DESCRIPnON DATE I 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. 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP SHIM SPACE N10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. 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 2X BUCK OR - WOOD FRAMING BY OTHERS TRIM — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. INTERIOR EMBEDMENT HOOK STRIP SCR WOOD SCREWEWW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKWOOD FRAMING 1 1/4" MIN, EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80' NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: OWC ND. F.A. 08-00498 SGIE NTS I DATE 02/23/09 1 SHET 10 OF 10 L. ROBERTO 40MAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 e344B8-0609 Illoma5@Irbma;pg•com SIGNED: 0612012017 5 R1 I I /1//// GENSFgs G A TAT 0 F O . 0ONAt. IE\G' Luis R. Lomas P.E. FL No.: 62514 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 1 X 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 IS REQUIRED 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 1 SGA, 33KSI 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 DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. - REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC w1u11r1iI,, 650 WEST MARKET STREET GRATZ, PA 17030 4 pENSF 9J SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" NOTES 4TAT: OF : , O.•'G0RVD't : isS- E G 7111f II I111 LUIS R. LOTOS P.E. DRAWN: v.l. ow0 No. 08-02249 aEV C SCALE NTS °ATE 10/30/13 SHE 1 OF l0 L. ROSERTOLOMAS P.E. 1432 WOODFORD NO LEWISVILLE. NC27023 434-668.0609 A1omas@kja T2Sp0,c" FL No.: 6251a 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - 17" MAX O.C. 6" MAX 6" MAX 17" MAX / O.C. 96- MAX FRAME HEIGHT 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS 01 ANO 42 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1/8' x 95' 2. MAXIMUM D,L.O.: 44 5,'8"x 90 5i8' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLE RS (99,17.195) AT EACH EN D OF PANEL BOTTOM RAILS PLUMINUM 6063•T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART v WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ccc .,nrc n c,ocr . Design pressure chart (pso frarte SIngW P4nol ano Total Frame Wi001(in) Haight 30.0 36.0 42.0 48.0 60.00 In) 7200 8a 00 96.00 Pas I Nag Pas Nog Pos I Nog I Pos I Nag 84.0 40.0 F 58.4 40.0 50.9 40.0 as.7 40.0 42.0 68.0 40.0 55.2 40.0 48.0 40.0 43.0 39.4 39A 920 40.01 52.4 40.0 45.4 40.0 40.6 37.1 37.1 9s.0 40.0 49.8 40.0 43.1 38.a 38.4 35.0 35.0 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUfRED. SEE NOTE 9 SHEET 1 Design pressure chart (ps/j Frame Single Panel anO Total Frame Wid(h (In) Haight 30.0 36.0 420 44.0 In) 60.00 7200 84.00 96.00 as I Nag Pas I Nag I Pos I Nag I Pas I Nog 84.0 58.4 1 58.4 SO.9 50.9 45.7 45.7 42.0 42.0 86.0 55.2 55.2 4&0 48.0 43.0 43.0 39.A 39.4 92.0 52.4 52,4 45.4 45.4 40.B 40.6 37.1 37.1 96.0 49.8 49,6 43.1 43.1 3B.4 38.4 35.0 35.0 MART Ca NumAer or anchor locations required Fr'Sr Sinpie Panel and Tote! Fratro WWtn (n) Height 3Q0 36.0 42.0 48.0 In) 60.0 720 64.0 96.0 HdS 1 Jamb I HSS I Jamb I H4S I Jamb HGS I Jamb D 4 6 5 8 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 65 8 8 6 6 6 96.0 4 6 5 6 6 6 6 6 REVISIONS DESCRIPnON DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 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 SGO REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION V.L. 08-02249 scALE NITS DATE 10/30/13 S"EET2 OF 10 L. ROBERTO LOMAS A.E. 1 a32 WOODFORD RD LEWISVILLE, NC 27023 4-688-0609 nlomas((alrloma5pe.com SIGNED_ 0612112017 ullitull 251• :k Q TATitOF •,4' IONA -'*\\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS c A FF HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX iI —r f17" MAX r O.C. I 6- MAX 6" MAX 17" MAX O. C. 6• T- AX wF_ GHT 6" MAX I 2) ANCHORS PER LOCATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35. OPSF NONE SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RALS JMINUM 6063•T6 REINFORCEMENT (668) ATALL PANEL INTERLOCKS REV I DESCRIPTION DATC 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 1,2• x 95• 2. MAXIMUM D.L.O.: 44 S/B'x 90518' CHART # 4 Numborolanehorloeatlonsrepu/ rod Frarno Singlo Panel and Total Unit Width (in) bgnt fin) 30. 0 38.0 42.0 48.0 60. 0 720 84.0 96.0 H& S I Jamb H&S I Jamb H&S Jamb H&S 1.1amb 84. 0 4 6 5 6 6 6 6 6 88. 0 4 6 5 6 6 6 6 6 92. 0 4 6 5 6 6 6 6 6 96. 0 4 6 5 6 6 6 b 6 MI WINDOWS AND DOORS LLC 550 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION DRAWiJ: DWC NO. I RLV V. L. 08-02249 C ScuE NTS pA7E 10/30/13 5REEr3 OF 10 t. ROOERTO LOMAS P.E. 1432 WOODFORD RD LEWISVRLE, NC27023 4iJ680. 0609 rllomavGlrlomaspa.com SIGNED: 0612112017 CENS' F9`f+ 1. ST rA TkrEOF :.K iss 01vAL1EaG`\ Luis R. Lomas P.E. FL No.: 62514 1E MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 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 E21 T2 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN, I— —TANCE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L_ 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE " F707IC 10 WOOD---- SCREW EXTERIOR W000 FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTAL LA TION SIGNED: 0612112077 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET41 GRATZ. PA 17030 v .L E N y .'1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER F• p 6y 51 x' 96" X 96" FRAME INSTALLATION DETAILS STATE OF o: ;^ DRAWN: V.L. DWG NO. REV j'C •; [ p R10Q• • ' isS/ONAI scALE 08-02249C Nilli111O NTS DATE 10/30/13 s-4 OF 10 L. ROBERTO LOMAS P.E. I<V WOODFORD RO LEWISVILLE. NC 2T0'J' Luis R. Lomas P.E. 431b68 O609 rfromas( pllnomaspxcom FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE Iq 1 /4" MAX. 1g r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET 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 E2112 r 1/2" MII EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS ntv OFSCRpinON DATE APPROVEO 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. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAL LOTION MI WINDOWS AND DOORS PLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS V.L.08-02249 scut NTS 0A1E 10/30/13 s EErS OF 10 L. R08ERTO LOMASP.E. I132 WOODFORO RD LEWISVILLf. NC 27023 434-688-0009 ,nom.,sONonla>pr.com SIGNED: 0612112017 9411LIO'// GyE j NS 9it'i STAT SEOF o FS; F ORIOQ; •G a s/ONALIE\\\\` Luis R, Lomas P.E. FL No.: 62514 REVISIONS 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPAOVfD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L, Q • C REVISED INSTALLATION DETAILS 06/21/17 R.L. n 1 1/4" MIN. 4. EMBEDMENT 1 1/4• MIN. CONCRETE/ d EMBEDMENT MASONRY L BY OTHERS 1/4_ MAX. r SHIM SPACE OPTIONAL 1X BUCK TO BE r f 1/4" MAX, 1' -{ SHIM SPACE MIN. f I INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 3/16• TAPCON 3- a MlN SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN ABED OF o APPROVED SEALANT 3/ 16" TAPCON EXTERIOR 3/ 76" TAPCON CONCRETE/ MASONRY Ll' BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETEMASONRY INSTALLA TION CONCRETE A.' TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 d" . T NOTES: a 1 1/4" MIN. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, n! • ` EMBEDMENT NOT SHOWN FOR CLARITY. 4 a 1 _ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a • DESIGNED INACCOROANCEWITH ASTMEll I2 SIGNED; 0612112017 MI WINDOWS AND DOORS LLC J 1711/i /i 2 7/ 8" MIN SEPARATION 1' MIN. EDGE DISTANCE 650 WEST MARKET STREET GRATZ. PA 17030 R- L N J\\ , . 9s' OENS VERTICAL CROSSSECTION SERIES 420 SOD REINFORCED WITHOUT ADAPTER a b1 t CONCRET&MASONRY INSTALLATION 96" X 96" r ^' FRAME INSTALLATION DETAILS I 5oTAT E OF DRAWN! DWG NO. O' f. FGORlO?•\t•` V. L. 08-02249 C/OVAL SCALE i G\`. T7j/11111110 NTS OAtE10/30/13 SHEET6 OF 10 L. ROBER70 LOMAS PE. 1432 WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. 13"88-M9 rnvmasQlTrom3, pe,Gom FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3%8" MIN. O} EMBEDMENTR2XBUCK BY OTHERS SHIM -SPACE J 10 WOOD SCREWS EXTERIOR LL-U 11 11 INTERIOR FO BE SET IN OF DVED SEALANT 1D WOOD SCREW WOOD FRAMINC OR 2X BUCV BY OTHER MIN. MENT CVVC VI.7IAUV \.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK 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 REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS OS/03/t6 R.L REVISED INSTALLATION DETAILS 06/21/17 1 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/2" MIN INTERIOR EDGE DISTANCE n 10 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC rllrr, 650 WEST MARKET STREET ti11l1 C j i GRATZ. 'PA 17030 E14 SERIES 420 SGD REINFORCED WITHOUT ADAPTER Sir- 051 96" X FLANGE INSTALLATION DETAILSTIO Ej1'•• TAT 4F DRAWN: Dw0 N0. RLV''C.•'"GOR10P- 08 C YS/Sj NALt G\ NTS DATE 10/30/13 5 —79 OF 10 L. ROBERTO LOMASL. ROBERTO LOMAS P.E. 1402 WOODFORD RD LEWISVILLE. NC 27023 LU15 R. Lomas P.E. 41a•088.0609 r/bmas lilRomaspn.can FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY, 2. PERIM6T ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. Iy SHIM SPACE SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/2" MIN. EDGE DISTAN( Im 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1•l lR REVISIONS NEv I DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS O8/03/15 R.L C REVISED_ INSTALLATION DETAILS 06/21/17 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS V. L. 108— 02249 scA NTS °` 10/30/13 s"T8 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMS VILLE. NC 2707J' 4i4-688-0609 rllwnas@lrbmaApu.awn SIGNED: 0612112017 v TAT 6FOF D. A. 0 R0 Luls R. Lomas P.E. FL No.: 62514 1 T/2" MIN. 1" MIN. REVISIONS SEPARATION EDGE DISTANCE REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OB/03/15 F,L. C REVISED INSTALLATION DETAILS 06/21/17 R.L11/4" MIN. - a. EMBEDMENT CONCRETEY a __ 1 1/4" MIN, EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1 X BUCK.. . TO BE _ 1/4" MAX. PROPERLY 1" a SHIM SPACE SECURED MIN. `' INTERIOR SEE NOTE 3 EDGESHEET1DISTANCE v 3/16" TAPCON F11 a 3" J EXTERIOR INTERIOR MIN. SEPARATION - v SILL TO BE SET IN o A BED OF 3/16" TAPCON EXTERIOR 3/16" TAPCON APPROVED SEALANT CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ CONCRETE/MASONRY INSTALLATION CONCRETE OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a. -"-•r NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, e• 1 1/4' MIN. NOTSHOWNFORCLARITY. EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112a SIGNED: 0612112017 2 7/8• MIN. 1" MIN. MI WINDOWS AND DOORS LLC wL1Y1ll1r, SEPARATION h EDGE DISTANCE 650 WEST MARKET STREET `J S O VERTICAL CROSS SECTION GRATZ. PA 17030 ti .p E N s SERIES 420 SGD REINFORCED WITHOUT ADAPTERCONCRETE/MASONRYlNSTALLATlON 61 96"X96" FLANGE INSTALLATION DETAILSINP `}'tiO•. TAT OF DRAWN: V.L. owc No. OB-02249 REV 'CpR10P•Gt'\ soaE NTS DATE 10/30/13 ST9 OF 10 C aNAt1a L. ROBERTO LO&fAS P.E. 1t32WOODFORDRDLEWISVILLE.NC27020 Luis R. Lomas P.E. 0d•0B8.0609 raomasCO rnom3spn.cpm FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT I APPROVED — SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR 1/4" MAX SHIM SPACE 1 I--- 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN. 1 1/4" MIN, Ll EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4" MAX. MIN, SHIM SPACE MENT REVISIONS RLV DESCRIP110N DATE APPROVED A ADDED FLANGE AND FIN INSTALLA7ION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8" MIN. EDGE DIST, TRIM 4] 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE j BY OTHERS IX BUCK BY OTHERS, HOOK STRIP —' 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY'CONCRETE METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE DISTANCE TRI M INTERIOR HOOK STRIP HOOK STRIP "-/ Ir'J #10 SELF DRILLING SCREW 10 WOOD PANELSCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCK/WODD FRAMING SIGNED: 0612112017 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. MI WINDOWS AND DOORS LLC 1luurrrr 650 WEST MARKET STREET GRATZ, PA 17030 5 R-. L4/ice G E N 'y 9 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 NAILFIN &HOOK INSTALLATION DETAILS o TAT OFNOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, F O R10' ' NOT DWG NO. SHOWN FOR CLARITY. jRAWN; L 08-0 2249 G S,g . 2.PERIMETER NA11E c.c NTS CA7 10/30/13 s"10 OF 10ANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORCANCE WITHASTM E2112 L. ROBEAiO LOMAS P.E. 1432 WOOOFORD RD LEWISVILLE. NC27023 LUIS R. Lomas P.E. 43a636-0609 410—spill-wSp..— FL No.: 62514 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 IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 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 SCREW$ 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. I TABLE OF CONTENTS 1 SHEET NO.1 DESCRIPTION 1 I NOTES 2 I ELEVATION 3 — 9 1 INSTALLATION DET RLV{90N5 DESCRIPTION DATE I APPROVED A ADDED CHARTS 03/06/12 1 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 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06122,12017 MI WINDOWS AND DOORS LLC L71111rurr 650 WEST MARKET STREET J g R• Lpi GRATZ, PA 17030 VGENSFg6+ 0 &251SERIES430SGD 143" x 80" NON REINFORCED NOTES orTATOF P<<• ;° f 0 Rla: • l isS ONALI Gv DRAWN: owc No . REV F.A. 08-00502 E 7r 1 Luis R. Lomas P.E. FL No.: 62514 scat NITS °"rE 02/23/09 'H T1 OF 9 L.A09ERD LEWI OLLE, tA744- 0-0609 RD LEW/SVkLE, NC 270:Ji3Jo9B0609rNamas4aklamasPd.com 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - _ 17"MAX 6" MAXO.C. i 6 MAX 1 1 17" MAX 80" O.C. MAX RAVE L. 6' MAX I SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SLZE: 48 1/2' x 79' MAXIMUM D, L.O,. 44 314' x 74 X $" HARDWARE SCHEDULE FLAT MOVNTED HANDLE SET (99-04-145) AT 38 3/4" FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALIASIONS RCY DESCRIPTION DATE I APPROVED A ADDEO CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTAUA.TIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 F.L. CHART#1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 7 Design pressure chart (psi Frame Single Panel and Total Frame Width (in) Height 30-0 36.0 420 47.7 in) 90.00 108.00 126.00 143.00 Pos I Neg Pos Nag Pos Neg Pos Neg 80.0 40.0 T 54.9 40.0 48.0 40.0 1 43.2 40.0 1 40.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (p4 Frame Single Panel and Total Frame Width (in) Height in) 30.0 36.0 42.0 47.7 90.00 108.00 126.00 143.00 Pos I Neg Pos Neg Pos INeg I Pos Nog 80.0 54.9 1 54.9 46.0 48.0 43.2 1 43.2 40.0 40.0 CHART73 Number o/anchor I ocations required Frame Height Single Panel and Total Frame Width (in) 30.0 36.0 1 420 1 47.7 in) 90.0 10&0 1 126.0 1 143.0 H&S I Jamb I H&S I Jamb I H&S I Jamb I H&S I Jamb 80.0 6 1 5 1 T 5 1 8 1 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED ELEVATION F.A. 1 08-00502 E NTS I MTE 02/23/09 -ET2 OF 9 L. ROBERTO LOWS P.E. 1432 WOODFORD RD LEWISVILLE. NO 27023 414-688-0W9 rRomas(lj filomaSPd com SIGNED: 0612212017 F'.ILIO N SF qiP G S TATE nF'cuZ i0F 0R1DP Luis R. Lomas P.E. FL No.: 62514 1/2" MIN, EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 3/8" MIN, EMBEDMENT BY OTHERS 1/4• wM;lM SHI 10 WOOD SPACE SCREW EXTERIOR II II 11 11 II 11 INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1/2" MIN, EDGE DISTANCE 10 WOOD MIN, SCREW MENT WOOD FRAMING OR 2X BUCK BY OTHERS GVUC vulMlvl.[ VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CKARTS 03/08/12 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 R,L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 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 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWC NO. F.A. 7 08-00502 50AE NTS DATE 02/23/09 1 SHEET3 OF 9 L. ROBERTO L OM4S P.E. 1172 WOODFORD RD LEWISVILLE. NC 27023 43a66d-0009 iNomas 4lDmsspn.com SIGNED: 0612212017 R!Ito isCENS"•q o ST(,ATTkE Of Rev i"F <ORIDQ E Z/ SSf0NALWNW, 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 1 /4" MAX. SHIM SPACE 1(2" MIN EDGE DISTANCE J-1 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 E21 12 AS OR TRILLING L TO BE SET IN 3ED OF APPROVED 1LANT 1/4' MAX. SHIM SPACE 1/2- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS DESORPTION DATE APPROVED ADDED CHARTS 03/06/12 R1. 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 DRA%N: OWO NO. F.A. 08-00502 YAiE NITS I DATE 02/23/09 1 SHZET4 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LE WIS VILLE, NC 27023 431.680-0009 rP0ma5&fl maypr. SIGNED: 06122120T 7 1Rt I tCJC) EN.9 9J= a..G251•.1t :. STATE OF 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 n 1 1/4" MIN, a EMBEDMENT i 1 /4" MAX. SHIM SPACE I__ I 3/16" TAPCON EXTERIOR INTERIOR LrAY(AI IUN VERTICAL CROSS SECTION CONCRETE/AfASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT MIN. EDGE +'6 DISTANCE d 3" MIN. SEPARATION c +. 3/16" TAPCON SILL TO BE SET IN + A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS L 1 1/4" MIN. EMBEDMENT 1" MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE REMISIONS RC! DESCRIPTiDN DATE APPRWED A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/06/15 R.L, E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEJMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22J2017 ANDDOORS MIWINDOWS650IR WESTTRETLLCSTREETPA S L/0 9 GRATZ, 17030 XC E N pc SERIES 430 SGD p 51 143" x 80" NOW REINFORCED FRAME INSTALLATION DETAILS 7AT OF ti` DRAWN: DWG NO. REM' 0A•' c1ORlD:' Z: i sSjpNAL F.A. 08-00502 E TTIII1111W 1\ srcNTSDA7E02/23/09 5T5 OF 9 L ROBERTO LOMAS R.E. 1432WOODFOROROLEWISVILLE, NC27023 Luis R. Lomas P, E. 34- 686.0609 rllomaS([DmMla5pfl.cWn 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 I1 3/8' MIN. EMBEDMENT MAX. SHIM SPACE EXTERIOR II II 11 11 11. 11 INTERIOR CVVC VIJ IMIVI.0 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 INACCORDANCE WITHASTM E2112 SET IN APPROVED MIN, VENT 1 3/8" MW, EMBEDMENT T- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. r SHIM SPACE REVISIONS REV DESCRIPT1oN 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 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 1 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 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: 7N0, F.A. 08-00502 SCALE NTS I D"TE 02/23/09 1 SH- 6 OF 9 L R06ERTO LO)"S P.E. 1432 WOODFORD RD LEWISVILLE. NO 27O23 a3m688-0009 rffomaspNlomaspu.carn SIGNED: 0612212017 1EIN 0 9s i 0 &251 o ST(ATkkE OF O. s10NA 1 `\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN, T) RED' OCSCNPTION DATE APPROVED EDGE DISTANCE Il A ADDED CHARTS 03/06/12 R.L. METAL 8 REVISED PER NEW TESTING 10/15/13 R.L. STRUCTURE BY OTHERS 1/4" MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SHIM SPACE D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 /4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE 1/2" 10 SMS OR MiN. EDGE INTERIOR SELF DRILLING DISTANCE FFSCREW.' 7 EXTERIOR II II II II 11 II INTERIOR L TO BE SET IN 3ED OF APPROVED LANT 10 SMS SELF DRILL SO METAL STRUCTURE BY OTHERS 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR ANO EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 10 SMS OR SELF DRILLING SCREWS 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 SOD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWO NO. F. A. 08-00502 CAL' NTS I DATE 02/23/09 1 S"EET7 OF 9 L. ROSERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE. NO 27023 434. 638.0609 ilfomasolrl=arpo.0 SIGNED: 0612212017 J•• AGEIYSR9S 0' TAT Luis OF w Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION f EDGE DISTANCE MASONRY BY OTHERS a' 1 1/4" MIN, EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4- MAX. SEE NOTE 3 SHIM SPACE SHEET 1 r3/16- TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4" MIN, EMBEDMENT MIN. EDGE "e DISTANCE +! 3_ MIN. SEPARATION 3/16" TAPCON + SILL TO BE SET IN a ' A BED OF APPROVED SEALANT or CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. 1/4" MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SHIM SPACE 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 t R.L. INTERIOR rJf EXTERIOR I J JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8Y OTHERS TO 9E DESIGNED 1N ACCORDANCE WITH ASTM E2112 SIGNED: M22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 F- SERIES 430 = k•. jo fi251 t 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS r0. TATE OF DRAWN: OWC N0. RLV ii•F:'40R1Dh r NTS DAB 02/23/09 08 s" 82 OF 9 E //j// 10NALIE?\ r_ROSERrOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC V023 FL No,: 62514434-686-0609 dlo asgfd.— lW. RCASIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8" MIN, C ADDED FLANGE iNSTALLATI0N5 12/06/13 R.L EDGE DIST. I D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRIM d d 1 1 /4" MIN, INTERIOR EMBEDMENT MASONRY/CONCRETE f BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP _ lX BUCK TO BE METAL STRUCTURE 1/2" MIN. PROPERLY SECURED BY OTHERS EDGE DISTANCE 3/16" TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP S10 SELF DRILLING SCREW 1/2" MIN. EDGE DISTANCE PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM MIN. ENT NOTES; T 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, HOOK STRIP — NOT SHOWN FOR CLARITY. OOD PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 SIGNED: 0612212017 EXTERIORNEL INTERLOCK MI WINDOWS AND DOORS LLC HODKSTRIPlNSTALLATlON 650 WEST MARKET STREET Pt LOB2XSUCK/WOOD FRAMING GRATZ, PA 17030 5 LNG E N St •- ipl'i SERIES 430 SGD 1 x BNON REINFORCED 0 51 HOOK INSTALLATION DETAILS FAO•. TAT OF DRAWN: DWG ND. FEY F''cC,OR1OQ:• F. A. 08-00502 so".' E/ iSs! ... • NG`` A7 I/OINAit NTSDATE02/23/09 sk-9 OF 9 0 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27027 LUIS R. LOmpS P.E. 434- 688-060 c— FL No.: 62514 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. WINO LOAD DURATION FACTOR CC-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 IS 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 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 TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 ELEVATION 9 INSTALLATION DETAILS REVISIONS I REV I DESCRIPTION I DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 70/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS O6/22/17 F.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET P, L 0 GRATZ. PA 17050 N J S NOENS 9p: SS *— SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES a- = a TAT OF AlDRAWN: DWC N0. F.A. 08-00503 REV E Cn RID`. •• GN iAI Luis R. Lomas P,E. NTS DATE 02/23/09 s"T 1 OF 9 L ROBERTO LOMAs P.E. 1432W000FORDROLEW/SVILLE,RC270L3 434-058-0G09 illonus¢hlomaspa.com FL No.: 62514 REVISIONS 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6 MAX MAX ^- 6" MAX O.C. 6 MAX L 17" MAX O.C. 96" MAX FRAME HEIGHT 6" MAX x SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t4C.OPSF NONE SEE CHARTS #1 AND A2 FOR OTHER UNIT$ RATINGS NOTES: I. MAXIMUM PANEL SIZE., 45 112"x 95' 2. MAXIMUM D.L.O.: 44 3/4"x 90 5/e" HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 37 3/4" ON CENTER FROM PANEL 80770M METALLIC TANDEM ROLLERS(99-17.195) AT EACH END OF PANEL 807TOMRAILS JMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCK$ JMINUM 6063•T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REV DESCRIPTION A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART#I LE REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE 1S REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pst Frame Fbighl Singla Pa110I and ToWI From Wiom in) " 30.0 36.0 420 47.7 In) 90.00 700±47 17"0 143.00 Pos Neg Pos Nog Pos Nog I Pos Nog 84.0 40.0 60.0 40.0 57.9 40.0 52.0 40.D 48.0 88.0 40.0 60.0 40.0 54.6 40.0 48.9 40.0 45.0 920 40.a 59.6 40.0 51.7 40.0 46.1 40.0 42.3 96.0 40.0 56.6 40.0 49.0 1 40.0 1 43.7 1 40.0 1 40.0 CHART?; WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHFET 1 Design pressure chart (pst) From Single Panel and Total From Wdth (In) Holgnl 30-0 no 20 47.7 90.00 f000 200 14on) 00 Pas Nap Pos Nog Pos I Nog I Pos I Neg 84. 0 60.0 60.0 57.9 57.9 52.0 1 52.0 1 48,0 40.0 88. 6 60.0 60.0 54.6 SC6 1 48.9 1 48.9 45.0 45.0 92o59.6 59.6 51.7 51.7 46.1 46.1 42.3 0.3 96. 0 56.5 56.6 49.0 49.0 43.7 1 43.7 1 40.0 40.0 CHART A11 Number oranehor 104 U"Sr4polred Frame Singly Patrol and Tolal Fram Wldlll (inl Flol0hl 20. 0 36.0 42.0 47.7 708, 0 126.0 143,0 H6S 40MD I H65 IJAMb I H6S I Jamb I H&S Jamb 0 a 6 7 6 B 6 9 6 8& 0 7 5 1 6 8 6 9 6 920 7 6 7 5 B 6 9 6 96. 0 7 6 7 6 8 fi I 9 6 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 c" NTS DATE 02/23/09 sH-2 OF 9 L. ROBERTO LOb1AS P.E. 1432 WOOOFORO RO LEWISV/LLE, NC 27023 434- 6d3-0609 rlbrrras({DAlamupo.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 o 4 G E N 251 r* = TA OF OFIt Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1 3/8" MIN. 1/4" EMBEDMENT MAX. SHIM 10 WOOD SPACE 1/2" MIN, SCREW EDGE DISTANCE 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I 11 11 11 11 11 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 BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. ANT WOOD FRAMING OR 2X BUCK BY OTHERS 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. 1/4" MAX E I REVISED INSTALLATION DETAILS 06/22/17 R.L SHIM SPACE INTERIOR o 1 FEIn 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" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN; DWG N0. F.A. 08-00503 scAlE NTS I D' a 02/23/09 S'4-3 OF 9 L. ROBERTO LOMAS P.E. 7432 WOODFORD RD LE WISVILLE, NC 2702.7 c34-636-OW9 rjj .. C^blom9epm.mm SIGNED: 0612212017 tL10 J • y\C E NSF TTAi OP •,- ONA ` t E' \p Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR LF DRILUNG SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE I 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 /4" MAX. SHIM SPACE 1/2' MIN, AS OR EDGE DISTANCE TRILLING T""--""-'- R 1110 SMS OR SELF DRILUNG SCREWS TO BE SET IN 3ED OF APPROVED SLANT METAL STRUCTURE \ BY OTHERS i. 11— rA 1 CMIUM RE VISIONS REV DESCRIPTION DATE I . APPROVED A ADDED CWTS 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 INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 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 DRAM: Ow0 N0. F.A. 08-00503 CAL' NTS JDATE 02/23/09 SMFeT4 OF 9 L. ROBERTO LOMASP.E. 1432 WOODFORD RD LEWISVILLE. NO 27023 43.tddd-D909 r7lomasQdtrlwnaspe.com SIGNED: 0612212017 pENs'.'ys k• j0,&51` •••x STAT rE 0 F 010MALIE 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 EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 3/16- TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE 'c DISTANCE .` 3 MIN. SEPARATION ' .. a 3/16" TAPCON " SILL TO BE SET IN o , A BED OF APPROVED SEALANT 'I CONCRETE/MASONRY BY OTHERS 1/4" MIN. EMBEDMENT 2 7/8"• MIN, 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4" MAX. SHIM SPACE ROAS40NS REV OE`,CRPTION OATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/C5/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. INTERIOR110 u rEXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1 X BUCK CONCRETEMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY- 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAWN; DWO NO, F.A. 08—OD503 s"A`z NTS DATE 02/23/09 --5 OF 9 L ROBERTO LOMAS P.E. 432 WOODFORD RD LEWISVILLE, NC 27023 a3./-6d1Y0b09 rlfamasl9hlamaspn.rom SIGNED: 0612 ,12017 S11Rs i IClo j/i 3FgtS1 s' T(A TRF c— REV i ccL` 'cI 0 R 0'i" E ONAl1E G\ Luis R. Lomas P.E. FL No.: 62514 D FRAMING t 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN, TEDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4- MAX. SHIM SPACE INTERIOR 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2X BUCK 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 EZI 12 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8" MIN. EMBEDMENT REVISIONS REV DESCRIPTION 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 R,L 1 3/8" MIN. 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT SHIM SPACE INTERIOR IIC 1MIN. I as -- J •-•• EDGEEDISTANCE A iwltl WOOD SCR i j ii 11EXTERIOR WOOD FRAMING4 JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK 1NSTALLATlON BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 X1X SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: Ow N0. F. A, 08-00503 s. v_¢ NTS DATE 02/25/09 5 —6 OF 9 L. ROSERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 13'. 686.0609 rffomas Isfomaypv.COm SIGNED: 0612212017 71111trrrr i CENS• gcP _ 0, 51 * = 5 4TTATT c F ZORO 0NALtE?` Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE IY 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 /4" MAX, SHIM SPACE u F 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING 1/2' MIN. SCREW EDGE INTERIOR DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANTIn.BY METAL STRUCTURE OTHERS EXTERIOR REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L ADDED FL'W4GE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/11 R.L. S- 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 DRxNI F.A. 08-00503 NTS DATA 02/23/09 1 SHEET OF 9 L R0SERT0 LOMAS P.E. 1J32 WOODFORD RD LEMSVILLE. NC 27025 a24-680-0G09 rCom.s®tnamoepu.com SIGNED: 0612212017 511R11 I IL /0 E HSF9s k • 0,61251 •• 1t = pT((AxT1TerE OF : c RkV 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 1X BUCK TO BE PROPERLY I 1/4" MAXSECURED E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON --\ MASONRY/ CONCRETE BY OTHERS xrrnyuvry VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION a F7 3/15" TAPCON SILL TO BE SET IN a • " A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4" MIN. EMBEDMENT i" MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS DESCRIPTION WE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 RA - REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L J JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 01MIlll,//, r? R • . l/Y/i GRATZ, PA 17030 CENS- SERIES 4 XD 6" REINFORCED 143" x 96' REINFOO RCEE D— FLANGE INSTALLATION DETAILS pO_' TAT O z` aF`..[ 0 R10?•\ DRAWN: OWC NO. REV F. A. 08 E O IALyEC\G\ SOOE503GATENTS02/23/09 8 OF 9 L. ROBERTO LOMAS P.E. 14W WOOOFORD RD LBIVISVILLE, NC27023 Luis R. Lomas P.E. FL NO.: as 434. 688-0609 1Gorrusplrrom upe.crom 1 5/8• MIN. EDCE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP'—' d 1 1/4' MIN, EMBEDMENT I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED III 3/t6" EXTERIOR --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM —,,, INTERIOR HOOK STRIP — REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REV6E0 PER NEW TESTING 10/15/13 R.L. ' C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVSED INSTALLATION DETAILS 06/22/17 1 R.L 1/2" MIN. EDGE DISTANCE maE #10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP — 1, WOOD SCEW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLA71ON 2X BUCKWOOD 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, PA.17030 SERIES 450/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN; Dwc NO. F.A. 08-00503 SCALE NTS — 02/23/09 SH-9 OF 9 L. ROBERTO LOMAS P.E. 14.72WOODFORO RO LEWISVILLE. NC 27023 I$b6as-WO9 '0-50ifomaspawm SIGNED: 0612212017 S RI 11L/0 0'4 251 •• * f0 TAT E OF FI0 R10P s'ONA1.tE G\ Luis R. Lomas P.E. FL No.: 62514 a i i t o a wyu z' i m• - i x• s'`,: _ . c Viz, F-. BCIS Home w' Log In ( User Registration Hot Topics Submit Surcharge Stats & Facts Publications . FBC Staff , BCIS Site Map* Links pSearch bProduct Approval USER: Public UserPlct:,t..r,.. Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail Be FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 8S0) 47S-6197 Mark_Garon@Overheaddooccom 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-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson„ P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 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 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supolement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection Supo sianed.pdfImpactResistant: Yes Verified By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 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 9174.2 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.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third" Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.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-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 lamb Connection SUDD signed.pdFImpactResistant: Yes Verified By: Gordon Thomas-P.E. FLORIDA PE 46718DesignPressure: +25.90/-2B.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 I 9174.4 5120 / 61D0 / 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 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoplement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supo signed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE46718 DesignPressure: +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 WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes door. 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 11 0234-319022-PG S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 I1 324620 P16 lamb Connection Supo signed.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 Created by Independent Third Party: Yes rn 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 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 II 0235-319023-P7 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas RE. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0232-318999-P6 S.odf FL9174 R12 II 307494 P.11 Track Supplement Chart signed:pdf FL9174 R12 II 324620 P16 Jamb 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 9174.8 ( S120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9100'#0236 Limits of Use Approved for use in HVHZ: No Approved for use ouiside.HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 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 0233-319000-P6 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 H 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas RE, 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 IS' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 1I 0236-319024-P7 S.pdf FL9174 R12 H 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions signed.n_df FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas RE. 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 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0237-319025-P7 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sicinned.I)df FL9174 R12 II 319040 P1 Post Istall Instructions signed pdf FL9174 R1.2 II 324620 P16 Jamb Connection Stipp Slpned: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 Party: Yes 9174.11 ( 5120/5140/6100/9100/9400/9600 ( 9' Max width. 10' Max height. Max section height 24 Glazing 0600 available in top or intermediate section. Limits of Use 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 II 0600-319026-P5 S.odf FL9174 R12 1I 307494 Pll Track Supplement Chart signed.pdf FL9174 R12 1I 324620 P16 Jamb Connection Supp signed.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 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0601 319027 PS S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 5120/5140/6100/9100/9400/9600 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. FL9174 R12 II 307494 P11. Track Suoolement Chart signed.odf FL9174 R12 1I 32462.0 P16 Jamb Connection Supo signed.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 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 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo signed gdf Verified By: Gordon Thomas RE, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 lI 0604-314030-P6 S.odf FL9174 R12 11 307494 P11 'track Supplement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sicined.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 WD2017-0011R2 Evaluation. Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 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: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions FL9174 R12 Ii 0605-319031-P5 S.Odf F1-9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 H 324620 P16 Jamb Connection Supo 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 Parts `: Yes. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0606-319032-137 S odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 319040 Pi Post Istall Instructions sianed.pdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Suop signed.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001R2 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 1 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside. HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174_R12 II_0609-319035_P6 S.Ddf FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 PI Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo slaned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 I Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174,PDF Created by Independent ThirdParty: Yes 9174. 19 0608 18' Max width. 8'-9" Max height. Max section height21". Glazing A L5140/6100/9400/9600 available in top or intermediate section. Limits of Use Installation Instructions: Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 II 0608-319034-P5 S.odf FL9174 R12 II 307494 P11 Traci: Suoplement Chart sicined.pdf FL9174 R12 11 324620 P16 Jamb Connection Supo signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 P1AAE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:;+25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174 R12 II 0607-319033-P6 S.pdf FL9174 R12 11 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed,pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent.Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399'Phone, 850-487-1824 The State of Florida Is an. 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 maiito, 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(l), Florida Statutes; effective October 1,.2012; licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have The emails providedmay: be used for official communication with the licensee. However email addresses arepublicreco 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;: ac'_. Fq_l t-ChEd Credit (lard Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing 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, A " 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 I. Introduction/ Scope ON D. O O . ' 0) No.46718 Lij\ 0 STATE OF S/ONAL l11114 Based on wind load test results for the FBC approved doors with papedpoly 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. H. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model # 9605 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 ! 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 FModel# 9605 9605 9605 9605 9605 oor Size 16' x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 Psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating, Yes No No Yes Yes Table 1 B — Doors under Evaluation NO.4671g YY j; ( llU l i cs ''RIpA--•• 2 % or/DNA I_ FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes O.- Table 1 C — Doors under Evaluation 3Q '. STATE OF 4- 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' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.301 30.00 / 39.20 I 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-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion 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 51" Edition 2014) and 61 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) I am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May 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 NOTES. 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSS CLAZING IN MOLDED FRAMES SCRENED 13 CA HORIZ ANGLE - TOGETHER ",IT A MINIMUM OF (6) ]Bx1' SCREWS IIISTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WIMOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING 13 GA FLAG ANGLE - SHALL HAVE A MAXIMUM HEIGHT OF 13,75' AND A MAXIMUM LENGTH OF 15.75'. GLABBIC IS NOT IMPACT 16 GA MIN HOR12- RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR TRACK VAIND-BORNE DEBRIS REGIONS. S/16x1-5/8'- 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAC SCREIYS RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP MIN 3 AS OR INTERMEDIATE SECTION (PATH OR NITHOUT DECORATIVE SHOWN) INSERTS). GLAZING SHALL BE 1/4' MAX.RWON-AR 16 GA MIN VERT- POLYCARBONATE OR EQUAL. CLAZING SHALL HAVE A TRACK H AXMUM HEIGHT OF 1S.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR HIND -BORNE DEBRIS REGIONS. 5/160-5/8" LAG' SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS SCREW AT EACH JAMB BRACKET ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G SHEET 2). 18 GA J-STRUT SCREWED TO LOWER 1/h20x9/16 TRACK- INTECRAL AID OF SECTION AND OPERATOR STILE TO BE BOLT AND 1/4-20 HEX FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JB JAMB 1/4-14x7/8' SELF DRILLING CRIMPTITE SCR EVY TO ATTACH THE J-STRUT TO THE INTEGRAL RIO AND OPERATOR STILE BRACKET LOCATION AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/I6- 70 MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 15 CA STIFFENED, 5. SECTION SHALL BE CONSTRUCTED NTH FOAMED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELOUL£ FOR BONDED TO 10 GA MINIMUM FACER STEEL AND A QUANITY, LOCATION, POLYLAMINATc BACKER OR 32 GA STEEL BACKER. END AND TIDE CAP TO HAVE A MINIMUM I.1' DEPTH. B. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SUDE LOCK ELEI.ICNTS SHALL BE THE RESPONSIOUTY OF THE BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WITH OPERATOR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON THIS DI AYANO. LOCK SHOWN FOR 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRACE CLARITY LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR NOTE. (+) SECTION SOLID ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS S. LOUVER OPTION - .040- MINIMUM LOUVERS W MOLDED ON DOORS WITH OTHER SECTION QUANTITIES ANDFRAMESSCREWEDTOGETHERWITHAMINIMUMOF (6) SEE NOTES I AND 2 ON 18.1- SCREWS INSTALLED tN THE BOTTOM SECTION. 7HIS SHEET FOR GLAZING LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET NE REOUIREMENTS FOR YAND-BORNE DEBRIS RECIONS. OPTIONS. LOUVERED SECTION REWIRES OPERATOR STILE TO BE AI 1- AT THE CENTERLINE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX WIDTH DOORHEIGHT uNIFORN 10A0 EACH JAMB (PILE)DOOR 16'-0" ALL t207.2 -230.4 ALL 181.3/-201.6 ALL 155.4/-t 28 10'-0" ALL 129.5/-144.0 VY111111 1111 f1 / O: :< NO. 77945 -_ OT,( A STATE OF g. COU ANAL ENX.N• Dwn{IGIJ.INdIM 4576 NTY I 60 111 HCAE.ONTO PE77Fl94ETXPEII7660PROFES9GNAL 04OLMRS SEAL PROV2OED ONLY FOR VEIRMCAIION Ot -LOAD CONSIPUCXON DETNLS. SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION CA ENO CAP 18 GA OPERATOR STILE FACT ADHERED 70 CENTER OF TOP P4 CHANCES TO GENERAL FORMAT AND CHANGED rt UOOft U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE CAUCE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/R/06 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTUREANDCLARIFIED NUMBER OF NOES RE AND CENTER HNARROWERREQUIREDFORNARRON10tDOORWIDTHS. J MRB 5/10/0 5 NOTE' ( 5) CENTER HINGES PER JOINT REQUIRED ON DOOR WDTHS GREATER THAN 12'- 0", (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12•-0'. JAMB BRACKET SCHEDULE DOOR HEIGHTN0. OF SECTIONSJAMB 6RACKETS EACH JAMB 1RACK TYPELOCATION UN JAM BRACKETS BEASDRED FROM BOTTOM OF TRACK (ALL DIMENSIONS k 2") 6 OI J8 , I ' 01), 25-1/2' (JR). 34 (JB), 45-1/4" (01), 63' JB 7'- 0' 4 6 FAT JB , 10 JB . 21-3/4 (JB), 29-3 4' 8'- 0' 5 8 01 JB , 13' OD, 2:1 (JB), 34' JB), 47-I 4' M . SIT' JB), 67' OI , 75' JB 8'- 0' 5 B FAT JB , 10 (48). 21-3/4'57-1/4" .R). 66 (JB), 75-1 JB 8'- O'/HICH LIFT/g00F PITCH SEE NOTE BELOW FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK KITH 1/4-20A9/16" TRACK BOLT AND NUT. FOLLOYANC DIMENSION DENOTES WICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN B' IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. W STATIC PRESSURE RATINGS APPROVED SIZES SC J Wayne ayneDESIGN (PSF): +25.50/-2B.80 MAX HEIGHT: 1 '- g" JGJpTEST (PSF): +38.85 -43.20 MAX HEICIiT: 8'-9" DR Dalton. IMPACT/CYCLIC RATED (YES/NO): TES MAX SECTION HEIGHT: 21" JCF GARAGE DOORS MODELS 5120/9100/9605 A DIVISION OF OVERHEAD DOOR COKE PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0230 MIM 474 A9 NOT IMPACT 1STANI. 6/6/07 MDOIFEU JAMB CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2, 4/ 17/08 ADDED IMPACT NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MA% HEIGHT TO 8'-9'. ADD EO HIGH UFT ANO fl00F PITCH UPDATED TIE BLOCK 8/2G/10TL SHEET 1 OF 2 DRAVANG PART NO. I REV. 318960 P10 13 GA ADJUSTAHLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO _ INiM THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES • ' HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THAD END CAP AT WN1H (2) 1/4-1415/0' EACH END WITH (2) 1/4-14x7/8' CRIMPTITE SCREWS SELF DRILLING CRUAPTITE SCREWS FOR STANDARD TRACK AND (3) 0 1/4-14x7/8' SELF DRILLING CRIMPTTIE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH I • ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LQW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH MIN (2) 1/4-14x5/8' CRIMPTITE SCREWS. ME (8) PRE -PUNCHED HOLES EACH END USE MEWING HOLE IN SLICE TO ENSURE PROPER AUGNMENT OF ROLLERS FACNG UPWARD AND ATTACH THRU END CAP AT EACH ENO WITH (2) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS 15 CA HINGE ATTACHED EXCEPTION, U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/B' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH VATSWHICHAREFACTORYEND (1) 1/4-14x7/8- SELF DRILLING ATTACHED CRIMPTIIrE- SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-8AR NOTE, DUE TO CLEARANCES REWIRED TO 2' NYLON SiORMGARO INSTALL SCREWS AT THE ENDS OF THE ROLLER PAT1R o. U-BARS, ALL U-BARS SHALL BE 4-t/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES OIL THIS SHEET. 18 GA SINGE ATTACHED PLACE U-HAR OVER RIB AND ATTACH WITH (6) 1/4-20X5/8" A TMVWIN (2) 1/4-20x5IT CRIMPTITESCREWS (2 OF CRUAPTITTE ESEDERSTHADTWHICH ARE FACTORY 7 OF AREPRE-PUNCR E HOLES AT EACHINTERMEDIATEHINGELED I INSTALLEDINTOAREFIELDINSTALLEDLOCATION (I THRU FLANGE TOP LEAF. AND 1 OF LEAF. WHICHISUN INSTALLED OF U-BAR AND BOTTOM HINGE LEAF AND 1 THRU THRU PRE - PUNCHED Mq.E .. WEB OF U-BAR AND IN U- BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH 3) I/ 4-I,R5/B, / PLACE U-BAR OVER INTEGRAL RIB PATH CRINPTITE SCREWS INTO CLEAR BOTTOM T AND BRACKET ANDATTACHTHOU END CAP AT EACH END WTH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8' SELF BOTTCM BRACKET MUST BE DRILLING CA iMP71T6 SCREW ACROSS THE SCREWED TO THE BOTTOM " . BOTTOM OF THE BOTTOM U-DAR AT U-BAR WITH 2) 1/ 4-140/8' SELF DETAIL EACH PRE - PUNCHED KOE AT EVERY HINGE LOCATION. USE (1) 1/4-20x5/B' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAR THIS SHEET. ND. 77945 STATE OF lV NAL X 1"I'll Illo WW1 OWAYNE J. XCi 'N . PE 4576 COUNTY ROM IOU UNT WL 0114 R PE 7794] TX PE 117"IL PROFEMONA_ DIGIVET: R'S SEAL PRONOEO ONLY FOR KAIOCATION DI W QA0 —.TRUCT. CETNLS 7 4 MIN STAINLESS 8SCx 15VATHSTAINLESS -- BACKED RUBBER WASHERS 3-1/ 2° O.C. MAX---•X 1/8- BEAD GEULTRA X SG40MAZE UC SSTRUCTUCURRAASTRLSEALANTGR EQmvnIENT FACER STEEL USED ONLY ON IMPACT • GLAZED SECTION - 11 CA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-14x7/&' t SELF WILLING1CRIMPTITESCREWS (2 THROUGH BOTH BRACKET AND U-BAR) Icim. TWA O) 1/ 4-14r7/8' SELF DRILLING CRIMPTITE CREW ATCENTERLINEOFDOOR7HRUJ-STRUT h OPERATOR BRACKET. NOTE., J- STRUT 8 SCREW ONLY REQUIRED CN IMPACT GLAZED SECTIONS. SEE NOTE NON-SYRVCTURAL DECORATIVE INNER / WINDOW TRIM —- DETAIL E ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/4- 14x7/8' SELF DRILLING CRIMPTITE SCREWS 1 IMPACT BOTTOM BRACKET REVISIONS INGES TO GENERAL f AND LTIANGEO FASTENER TYPE i CAPS AND I RETAINER. 0 CFN TER MINCE AND ADDEO OPTION. 0STRUT 8) SECTION DOORS CLARIFIED NUMBER OF FASTENERS AND CENT WITH (B^, GA, t 3-BARSt0 HINGESREWIRED FOR BD K LOCATEDOVER INTEGRALAIDS AS NARROWER DOOR W01 MRS 5/ 10/06 SHOWN P6 ADDED IMPACT RESISTANCE TO OOCR. 4) SECTION DOORS ADDED MODEL 6100. WITH (5) 3% 18 CA, MODIFIED NOTE 8 TO 80 KSI U-BARS LOCATED OYER STATE THAT LOUVERS ARE NOT IMPACT INTEGRAL RIBS AS RE9STANT. SHOWN- CRT 6/6/07 U-PAR ATTA HMENT NDTFQ 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THAD PRE-PUNCHEO HOLES WITH (2) O/h14x5/6' GAHIPTI7E SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4- 14x7/8" SELF DRIWNG CRIMPTTE SCREWS AT EACH ENO CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) I/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF ODOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 0" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF I'D) SCREWS AITACHIMO EACH U-BAR EXCEPT BOTH V-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR W101HS LESS THAN OR EQUAL TO THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U- BAR EXCEPT BOTH U-BARS ON BOTTOM SECTICN NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2_ WIN THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES R7 1/4' POLYCAABONAIE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (B) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE a, AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION ORAWINO. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/B" CRIMPTITE SCREWS 3, 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. Wayne Dalton. GARAGE DOORS DIVISION OF OVERHEAD DOOR CO STA MODIFED JAMB CKET SCHEDULE FOR OPTION. ADDED U1R CK DET04L SHEET 2. 4/17/ os ADDED IMPACT ISTANT GLAZING. WED TEXAS LICENSE LEER TO TITLE BLOCK, INGEO Lg1V: R N07F REASED MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/ 08 UPDATED TITLE BLOCK 8/26/ 10 ER31526 HST ( PSF), + 38.85 -Q 2D AIAX HIDGHT: 8'-9" DRAVIN J/B/UB GHI IPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" ICHECKED 4/6/08 SIRE MODELS 5120/ 9100/9605 1SHEET 2 of 2 ORAYANG PART NO. I REV, WINDLOAD SPECIFICATION OPTION CODE 0230 1318960 P10 SPLICE PLATE LOCATION o SEE SCHEDULE 14" MAX 12" MAX 12" MAX I 12" MAX 12' MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE_ OWAYNE U KORNISN, PE 4576 COUNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 117893 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIDCATION OF WINOLOAO CONSTRUCTION DETAILS EE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTiNUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS- 11 GA MIN CLIP SEE SCHEDULE - A 13 GA MIN CONTINUOUS WALL ANGLE lfffifltt!// NE N'Q,L%% NO.77945 NS 0 O • SrATI; OF ONAL ENG\ 2 CK 1/4"-20 TRACK CARRIAGE BOLT H 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 TRACK SUPPLEMENT CHART iWDalton" ABE DOORS 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 5/11/03 P3 UPDATED FORMAT, INCREASED ALLOWABLE PRESSURES TO 46.00/-52,00 PSF FOR ALL DOOR WIDTHS. CHANGED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9900 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GIRT 5/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 1 D/05/07 IPDA7EO CHARTS TO NATE THE USE OF 8 CLIP (REPLACED 9 ACROSS THE B D4/11/DB EXPANDED 1-1/2' TO 3/8' DOOR THICKNESS U1RT UP 70 14' HIGH. T 12/11/08 0 UPDATED 117LE OCK T 5/2/10 1 UPDATED TITLE OCK. REMOVED CHART. T 11/15/13 2 UPDATED TITLE OCK. C 5/15/17 DATE SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P11 2 3/4- t 1 " EDGE DIST E60XX MIN. 1/a 2-24 1/8 2-24 I -ilk MIN 3/16" STEEL FOR 5/16" x 1-5/ 8T1/4-20 WALL ANGL LAG SCREW OR EQUIVALENT INT MIN 2 x 6 NO' .2TRACK TICKCLIP SPF (G=0.42) OBETTERATEAC1/4-20x9/ HOLE OR PAIRTRACK BOLHOLELOCATIONHE MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEELDETAILETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING d . 4' e a a ° 4 a CONCRETE MOUNTING DETAIL DWAYNE 1 KORNISN, PE 4575 COUNTY RDAD 160 MOUNT HOPE, OHIO FL PE 77945 TX PE 11736B PROFESS ONAL ENOINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WWDLOAD CONSIRUCTION DETAILS. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1/4-20x9/16" TRACK BOLT AND 1/4-2C HEX NUT TRACK CLIP KO''%, SNO.77945 __ u gyp STATE OF OR S"ONAL ENC'`• Wayne Dalton,. C/ ( GARAGE DOORS 3395 ADDISON DRIVE PE( 650) 47409 9032514TRACKSUPPLEMENTCHART REVISIONS P2 2 INCH TRACK —CLIPS —TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 R3 UPDATED FORMAT. NCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED 'TEXAS WALL ANGLE• TO CONTINUOUS MALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO TITEN HD ANCHORS GRT 4/2/07 4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY 5/21/D7 1TED SPLICE & CLIP OULES. 9/08/07 10/05/07 IPOATED CHARTS TC NATE THE USE OF A8 CUP (REPLACED k9 ACROSS THE UPDATED STEEL UNTING DETAIL B 04/11/08 EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS TART UP TO 14' HICH, T 12/11/08 0 ADDED MODEL 8700. DATED TITLE BLOCK T 6/2/10 1 UPDATED TITLE OCK. REMOVED CHART. T 11 /15/13 2 UPDATED TITLE OCK. C 8/15/17 DATE SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 Pil Wayne Dalton - GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 11111l111//// ENE• J Ko ICEN No. 77945 ti 0 • 0 '- STATE OF ANAL DWAYNE J. KORNISH, PE 4575 COUNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 117666 PROFESSIONAL ENGINEER'S SEAL PROVDED ONLY FOR VERIFICATION OF MHOLOAD CONSTRUC710N DETAILS. 6" MAX. MAXIMUMSPACING 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYR Cum SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2x6 q3 CL HEADER LOCK MINIMUM 2x6 ;A3 SOUTHERN PINE BRACKET SOUTHERN PINE LUMBER. LUMBER. 4" 4" 2) 3/e" SIMPSON 71TEN 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". 6gjMINIMUM25DD0PSI1tCONCRETENOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. LOCK MINIMUM 2.6 #3 SOUTHERN PINE LUMBER.— LOCK A REVISIDNS P17 UPDATED TITLE BLOCK ESC 6/15/17 4'—` 1-1/2"-J \ 7_1/2" J 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 SHALL HAVE A 2- 3/4" AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4". 1-9/32" INTO THE MAIN TAGRO17 SUPPORT MEMBER. MINIMUM 7000 PSO FII I ED CMU NOTE;_ MAXIMUM DESIGN LOAD y@p(, ppI5A ELEMAX(MU MDE51G 115LD DATE NAME CAPACITY OF 2400 LSS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 CRT SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAWING PART 110. REV, 324620 P16 Wayne Dalto Y GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 OWAYNE J. KORMSH, PE 4375 COUNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 117966 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR V IFICATION OF WINDLOAD CONSTRUCTION DETAILS. MIN 2500 PSI CONCRETE N2E' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4" OF SUPPORTING STRUCTURE SHALL IN EDGE GIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 4 3/8" SIMPSON TIM HD, 2-3/4' MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION JAMB BRACKET I/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NU TRACK DIRFC7 CONCRETE MOONING OFTAII K Ojr P • Es s .sy; 4 • t4o• 77945 — ud = SFATE OF OT ., FLOR10P••` SSIONA- MIN 2 x 4 SPF (C-0.42) OR EETTER WALL STUD NOSE: 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 5/15" LAG SCREW WITH 1-9/3Z" EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB RACKET LOCATION JAMB BRACKET 1/4-20x9/16• TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING "TA, MAX 420 LBS PER LAC FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCKESC6/15/17 I I DATE I NAME I DRAWING PART NO. REV. 324620 P16 1/2/2018 Florida Building Code Online BCIS Home Log In I User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sean b fa Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication 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 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=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d°/a3d 1/2 1# 1 /2/2018 Florida Building Code Online i ao Product Approval Method Method 1 Option D Date Submitted 06/16/2017 k Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 i FL # Model, Number or Name Descriptions t 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 55 2017-06-15.pdf Approved for use outside HVHZ: Yes 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 2017-06-14.1)df t f Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 971 .2 eries 2 0/ 00 ing a Hung xtru ed Viny Single 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 k Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.pdf NQW Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hungi Extruded Vinyl Single Hung Window b Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 fI 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 x r f 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 ffi R 4" r Ef° Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 IISWD011 SS2017-06-14.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 F Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017 06 14.odf N,Report for design pressure tables and limitations of use. P 9 P Created b Independent Third Part YesYpY 3 i Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 R? The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement OAK 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 traditional mail. If you have an p y. y y y questions, lease 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 wi<_ sn 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: ti under Chapter 455, F.S., please click here . t.rt F Product Approval Accepts: i' ® eC•xk r Y Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA°/`2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%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 OFTHE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE 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 SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 318 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR lOC COMMON NAILSOF U I TENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION IN70 METAL STUD USE R8 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR S PEN TRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE a30 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCA DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE P30 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH.THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: AAMA/WUMA/CSA 101/15.2/A440-O8/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HER EIN. REFER TO SHEET G 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 AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ, 5. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 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. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEET$ THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD. MINIMUM GRAVITY OF 0.5$. 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUTCONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2DDO PSI, E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47,8 MIL (0,0478" or 18 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/1G". MIN, 1/2" EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION& GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUT$ 4 VERTICAL& HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL& HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, & GLAZING DETAIL MAX OVERALL SIZE cowls. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36" 84" O/X 35 / -35 PSF NON IMPACT 38' 66" O/X 50 / -50 PSF NON IMPACT 38' 74" 0/X 50 / -50 PSF NON IMPACT 3B" 77' O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON IMPACT 48" 72" O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / -20 PSF NON IMPACT 52" 72" 0/X 25 / -25 PSF NON IMPACT 36' 83.75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96" O/X (ORIEL) ZO / -20 PSF NON IMPACT 72" 62" O/X-O/X 35 / -35 PSF NON IMPACT 7Z" 84" O/X-0/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, 77' O/X-O/X 25 / •25 PSF NON IMPACT 80" 74" O/X-O/X 35 / -35 PSF NON IMPACT 96" 74" O/X•O/X 1 -30/-30 PSF I NON IMPACT 108" 62" O/X-O/X-O/X 50 / •50 PSF NON IMPACT 108" 72" O/X•O/X-O/X 50 / •50 PSf NON IMPACT 108, 84' O/X-O/X-O/X 25 / 45 PSF I NON IMPACT NIW1ly slBnao by HP F. NPrao, P.E. R.a : I am aWo mg IN. ao4umanl FL#; FL19715Data: 2017.06.15 16:11:08 (14'0LT SilverLine Mrindersen W4!li s•o44as ONE SILVUAI. EOATK ATM 6WNSWICK W D090: VH (Ma) ]5.1000 0 L z lt ROF w ^ m 00 3 vz NZ DWG #: 5WDO.02 SHEET: I OF 6 MAX, FRAM HEIGHT 9E MAX. FRAME Imo— WIDTH 48" ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" e E 4 5 F 5 C 4 MAX. FRAME HEIGHT 74" 1 7 X" X. PC 4 A D 4 s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902.4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX. FRAh HEIGHT 9( 5 C 4 MAX. FRAME HEIGHT 84" 7 MAX. FRAME r WIDTH 48" ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME 4 5 WIDTH 108" MLoll Lom 5 ELEVATION TRIPLE SINGLE HUNG WINDOW Silver Line bvVidersen i ROW.•RODR• ONE SILvEaZNC D.q NORTH RRUN5W CX, NJ 009U PH: (M) 43 A 00 F "NI 4 0 111111\\\` n U) T og 3j z 11Z SW0002 SHEET: 2 OF 6 2" MAX. 11" MAX. FROM --{ I'-- O,C. CORNERS 11" MAX. O.C. 2" MAX - FROM CORNERS t A'"42'VNITI ATDo'JOPSF SYnLL BE NJ010RED MAX V O.L AT H£AD, IA-, AND 50A ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6" MAX 2" MAX. IFROM ( 4 1/2" MAX CORNERS O.C. 4 1/2" MAX. 3 O.C. 1— 2" MAX. jFROM CORNERS FROM 20" MAX. CORNERS I O.C. 6" MAX. FROMCORNERS 20" MAX. O.C. L 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 1/ I`_ 4 1/2" MAX. O.C. ANCHOR LAYOUT NAIL fIN - TWIN SINGLE HUNG W1N00 W ir- 12 3 .. MAX, O.C, MAX, C, 6" MAX. - FROM - CORNERS t" MAX. FROM I` 1 _ 6" MAX. CORNERS O,C. i 6" MAX. J O.C. L 1" MAX. FROM CORNERS 6" MAX. FROM CORNERS 16 1J I 6" MAX. O.C. ANCHOR LAYOUT NAIL fIN - TRIPLE SINGLE HUNG WINDOW 1 12" MAX. O.C. ANCHOR STRAP 6" MAX. P/N 50-2995.2 FROM SEE SHEET 5 FOR DETAILS CORNERS 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 SilverLine aAndersen KIM oow•• ONE 52LVERLWE DRIVE NO-- aaur+SVJICi(, W W:02 rH. (niL2s-LDoo mm A} H m p r 3v 0r- ug o Zm o< z p <m tie 2 w moZ wvI r wp r• a n c o0 6 V1J Z O a0 F { C) Hh Vm 0 L.0 LuLD w U m N m2 } J z= Z p , DWG#: SW0002 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS a'' 4 . 2X WOOD BUCK BY OTHERS SEE SHEET FOR CONNECTION DETAILS 3/8" MIN EDGE DIST. 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS 1/4• MAX. PERIMETER SHIM SPACE SEALANT O.A. BY OTHERSUNITHEIGHTEXTERIOR TITNTErroRSEEGLAZING DETAIL. SHEET 6 VERTICAL SECTION 4 HEAD-2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER f SEALANT BY OTHERS 1/4" MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS 98 WOOD SCREW INSTALLATION ANCHOR 3/8" MIN, WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FOR n CONNECTION DETAILS p. a , CAULK BETWEEN CONCRETE/ MASONRY 7NCRETE/ MASONRY 6 2X BY OTHERS WOOD BUCK BY OTHERS 1 1/2DMIN. EMBEMENT A VERTICAL SECTION A SILL • 2x WOOD BUCK NAIL FIN Si{ verLine V`\ rldersen x. n'Lp'."L. pp OAL QN[ $ RAERLLNE OASVE N( IpTH w.urv,wLc. w oavoz vH. pszl u•-ioao H ' 1/ 4" MAX. MIN. 3/8" EDGE DISTANCE p SHIM SPACE Z Z r 06 u SASH REINFORCING w j b m v SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS vawi w u '^ m a ' w X SEE GLAZING PENETRATION BEYOND C p < DETAIL SHEET 6 METAL STRUCTURE m I Q moa INTERIOR 48 GA. 5 SELF-TAPPINGSCREW a INSTALLATION ANCHOR METAL STUD 8Y OTHERS, l-SEE SHEET 1 INSTALLATION o I NOTE 14 o m j EXTERIOR FINISH Z EXTERIOR BY OTHERS w PERIMETER SEALANT O BY OTHERS H O O.A. V) v m UNITWIDTH a O w w I w C HORIZONTAL SECTION is 4 JAMB - METAL STUD NAIL FIN am T N Z `{ X +z- < oa 3t ' x NZ DWG u: SWD002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY f BY OTHERS CAULK BETWEEN ° CONCRETE/MA50NRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT_ - BY OTHERS / O.A. EXTERIOR I ) UNIT / HEIGHT SEE DETAIL, SHEET 6 3/4" MIN. EDGE DISTANCE '- 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX. CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLAZING 1 112" MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION f HEAD -2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 4 TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995.2)' DETAIL AT HEIGHT RIGHT FOR INSTALL. REQ. 2/4"MAX, PERIMETER SEALANT S HISHIM SPA BY OTHERS EXTERIOR FINISH BY OTHERS Ji4" MIN. c : - EMBEDMENT PRECASTSILL BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 1' 3/4" MIN' ° EDGE DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 112" EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/5TUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 2IMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH 1 HORIZONTAL SECTION S 1JAMS-METAL TUB E/STUD OR APPROVED MULLION THROUGH FRAME 5) $*14 PANCAKE HEAD SCREWS FROM STRAP TO 4 ppOp 4.0000 FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA, 2 0000--2 0000 0,500 70.0620- 0,5000(2) 4.0020 2.3750 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) 3116" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE, B. FOR INSTALLATION TO METAL STUD, USE (4) 910 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. 1" EDGE DISTANCE. SdverLine 1-/inck-lJ@+1 I ncc ONE 5aVMINE ORIVE NORTH D4VNLv/ICK, N OB902 PH. (T51)U}loon M w j b w Z.•m w m ID a a w a h ITv . 6 Pn_.- w T DWG #: SW0002 SHEET: 5 OF 6 9 INTERIOR Q INTERIOR a 0 SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETINGSTILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING r5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (0/X), DE5I6N PRESSURE +/- 35 P5F 36 X 84, (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (0/X), DESIGN PRESSURE •/- 50 P5F 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (0/X-O/X-0/X), DESIGN PRE55URE +/-50 PSF M c: - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SrLE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF NOTE: ALL GLAZINGCONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT F8C AND ASTM E 130D . GLASS LOAD RESISTANCE. 5/ 8" O.A. I.G. GLASS EXTERIOR / INTERIOR I MIN.GLA55 BITE 1/2" 1/ 8" SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2, BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/ 4" IT''n/ TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.0 THEREAFTER 2X woOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4" MIN, EMBEDMENT. 1/ 2" MIN. EDGE DISTANCE F 2" MIN. EDGE I• DISTANCECONCRETE/ MASONRY BY OTHERS 8UCK INSTALLATION DETAIL SilverLine Andersen no o.. Ov Noon, nauJsmcktt w nsoz 2 Z M o yph ' VI 8: z Z 4 A a— M- owe zh z z Zme OeeJ+ z m L m p 2 c Q o InZLu C O 0 V H a " O LU V) r- M F— f BUILDING DROPS q A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@ buildingdrops.com Product Evaltuation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval iis 6th 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: flernies F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' ji 111fill S F. O 7 30 -- OP.•'•: Hermesr0NHW P.E. Florida No. 73778 r BUILDING DROPS A Perfect Solution in Every Drop J 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 ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 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. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 i BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Report No: 4875 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 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 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 wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. 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 1/2/2018 Florida Building Code Online BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff bHonda aft Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I.: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ°/o3d%3d 1/2 1/-2-/22018- rJ Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 t, FL # Model, Number or Name 12194.1 Alumunum Coils Aluminum Soffit, Limits of Use'` Approved for use in HVHZ: No r Approved for use outside HVHZ: Yes m, Impact Resistant: N/A Design Pressure: +80/-90' Other: See Evaluation Report for limits of use. Description j Aluminum soffit panels. Installation Instructions FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T Soffits final.odf Verified By: Zachary R. Priest PE-74021' Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report Q4 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 add[ 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 wi<- 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: 99 EM Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYovu%2bwcrwmooed2jQ%3d%3d 2/2 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Certified Testing Laboratories (TST1577) Certified Testing Laboratories (TST1577) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) LIMITATIONS Report No. Standard Year CTLA 1847W AAMA 1402 2009 CTLA 2076W AAMA 1402 2009 ACIX-003-02-01 AAMA 1402 2009 ACIX-003-02-02 AAMA 1402 2009 This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical 'Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16" FULL VENT 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 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. 1. 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY • R. G •E• S • • cc No 74021 i_ O ' STATE OF 4 O R ,•O P`,•` CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 4....q 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 r TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 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 11 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 a , TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l F 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 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 psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced inch 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lapp 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. 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 panel lap inch head spaced 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. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0072 inch dia . x min. 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. xw . 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- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood cincho.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t is rCREEK 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 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 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 801 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 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 min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ininx 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 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 W Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 JI-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '/<- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. 1/4- 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. 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. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia.. nai.]. with min.. T%" engagement(for wood substrata) or min. 0.097" dia.. T-nail or stub nail with min. 5/8" engagemcnc(for Concrete or block substx'ate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-34F' CHANNEL W.od, concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 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. TECHNICAL SERVICES, LLC System No. [ Installation Detail 12 F-2 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 OPEN RAFTER " s SOFFIT STAPLESOFFIT DIAMOND PATTERN 1 DETAIL 3/@' BfTVEEN/ ' t FACIA BOARDBOARO FASCIA CAP 3/4" X 1/4' CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA GAP O.C. 3/4" X 1 /4" CROWN STAPLE SOFFIT- magic. 12-inch span SOFFIT SOFFIT & 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. v CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/BST VEEN `, SOFFIT STAPLE DIST I ' DIAMOND PATTERNI I DETAIL FACIA BOARD '1 3/8' BETWEEN/ STAPLES 3/4" X 1 /4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 12J-1 3/4" X 1/4" CROWN 8" 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1 —3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with one(1) k8 x PAINTED S.S. 48" FASCIA CAP 1/2" x 3/8" head O.C. 3/4" X 1/4" diameter screw, 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC 15001.3 FL12194-R6 e3of12 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. al CREEK TECHNICAL SER ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT Vx4-- CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 5A 518" i-Ni;Bt 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL CHANNEL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. w CREEK TECHNICAL SERVICES, LLC System No. Installation Detail 16 F-3 Min. 3/8" - . head 3.a. r.a.ilwith min. ly," angaac;; ment(toa' wood substrate) or min. 0..097" dia. T-nail or stub nail with min, 5/e" engagement(for concrete cr block substrate); spaced as noted ahoy.=_ . FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL F4r; r Goi'i vx'ete or Black.W 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 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. h CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/or 8crvEEm `, SOFFIT STAPLE OPEN RAFTER ; 3/4" X 1/4" DIAMOND PATTERN I ; DETAILCROWNSTAPLES ` USING A DIAMOND 3/8' BETVEENI STAPLES` i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4" X 1/4" CROWN FACIA BOARD 8- 1-3/4" TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAtUNG FLANGE UP OR3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT— max. 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 I" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1".1" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"z}" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN 1-1 DETAIL FASCIA CAP; REFER \ TO SOFFIT & FASCIA j„ DETAIL B I"' CHANNEL 3/B 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 s TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN W00D OR BLOCK SUBSTRATE OPEN RAFTER 1 —3/4" TRIM NAIL) PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/0' BETWEEN ` 1 SOFFIT STAPLE STAPLEDIAMOND PATTERN FACIA BOARD Its _j a/0' sETVEEN / DETAIL 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 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1"z{" CROWN' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1"zj;" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL i 1;" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & i 24F-4 1"z}" CROWN STAPLE --- FASCIA CAP; REFER TO SOFFIT d FASCIA DETAIL 8.. / \ Nominal 1"z2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one Id Ring Shank Nail at wOOD SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1-}" SMOOTH SHANK - 1 — FASCIA CAP ROOF NAILS SOFFIT t".1' CROWN STAPLE I 1 }' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 SIAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1".2" SYP \1" Batten Anchored to SOFFIT; MAX. 26" 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 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. 146A j" T-NAILS FASCIA CAP SOFFIT T'xj" CROWN STAPLE 1 J- TRIM NAIL FASCIA 80ARD PAINTED S.S. SOFFIT & FASCIA DETAIL724F-3 & i 24 F-6 11".l' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"x2" 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1-xi" CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO P . CROWN STAPLE SOFFIT STAPLE RAFTER f DIAMOND PATTERN RAFTER -! DETAIL JJJ"' FASCIA BOARD SOFFIT & FASCIA 1 jG" TRIM NAIL - DETAILPAINTEDS.S. 24J-1 &--•1"q` CROWN STAPLE 24J-2 ----- ---- FASCIA CAP; REFER TO SOFFIT b FASCIA DETAIL. / \ Nominal 1" tween ra battens scabbed beten rafters and 3JB' 1-CHANNEL secured with one (1) 70 ring SOFFIT; MAX. 24" shank nali straight -nailed through the rafter into the end - W000 SUBSTRATE of the batten or two (2) 7d ring stank nails toe -nailed on either side of the battern at the batteniraner 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V it 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 TECHNICAL - CE ALUMINUM COILS, INC Soffits Appendix C rrmpesignWirid.Pressures;!'foreSoffts`in Exposure B TF..a°„.. t, Bd!n9 Type A Zone Mean. sff `Roof a Hei "ht ft '•10,. x 130 c 140 Basic 15 1Nind S eed m h A i16041 170,. n r 1,80 190. P w F ; 1200. 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 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. lf'IYi CREEK3a -- K TECHNICAL SERVICES, LL* ALUMINUM COILS, INC Soffits Appendix C AD<, Desi n Wind Pressures for Soffits in Exposure"C f Buildig Type, 4 Zone Mean Roof° Hei ' ht' ft , 5w. 120 , 130 r 140r a Basic 150 Wind S eed E 160 180 190; 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 1 -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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C E ~ 'Desin 1NindLPressuresf., for Soffits iii Ex"osure, D i i f.aa ry, u Buildir g YI? e Zonet Mean ''.W Roof, A sa Hei'h120 fi kBasic WiN S peed m h a k v 11 140f" 150 R 160 170A 80 190200_ 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 1 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 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —L 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. CREEK n pl K TECHNICAL SERVICES, LLC1 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25'TYP 6121, TYP 18" BLANK 3 / 8 PROFILE 2 17!REF 0 0 TYP 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 31J 3 1/8" 7/8" 1 7/8" 1 31/81, 112" 1/2" 1/2" 2'" 1/2" J/ 0,25- TY P 0 125' TYP ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FI-12194-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. Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (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. CREEKTECHNICAL SERVICES, LLC 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 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels 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 A 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, 6ch Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tlitilU1l1! No 74021 CC O'.. STATE OF N A\- t CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-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. A,... CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Location 1 Fastener Location l 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 t° TECHNICAL SERVICES. LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l,— Fastener Location Fastener Location 1"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 psi F-Channel Fascia CapSubstrate Attachment Substrate Panel Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16- inch12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 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 1217-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 1217-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch O.C. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi 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- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- inch leg staple spaced10 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood cincheachpanel- inch o.c. and sec anel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl 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. i CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 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 le g 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 pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 to16-inch 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 o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. chinch ail shanknailOne ( 1) min. 1.75-inch each panel lap 16-inch o.c, x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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 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. nCREEK 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 iPso 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 pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/,- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. 60 nchin x 7d ring pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. /<- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12 F-3 Min. 3/8" head Zia_ nail. with -pin. engagemerit(`_or wood suhstrate) or min. 0.097" dia. T-nail or stub nail with rain. 518" engagement(for nncrete cs block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r w CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 31sK„V `ti SOFFIT STAPLE OPEN RAFTER ; 3/ 4" x 1/a" ( II i DIAMOND PATTERN DETAIL CROWNSTAPLESUSING A DIAMOND ` 3ie^ BETVEEn STAPLESi PATTERN FACIA BOARD \ FASCIA CAP 12F- 2 3/ 4" X 1/4" CROWN FACIA BOARD 8' 1- 3/4" TRIM NAIL STAPLE ON CENTER 1- 3/4- TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLEDWITHTHEOCNAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4" TRIM NAIL screwed to soffit PAINTED S.S. 48" with one(1) 11 x 1/2" x 3/8" head O.C. diameter screw, 16" D.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3/0;BETWE" \` SOFFIT STAPLETAPLES DIAMOND PATTERN I DETAIL FACIA BOARD ', .,,_"S' BETWEENSTAPLES / AACIA 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I 1 J" TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1".J" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 GA 5!8' t-NAIL 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. ti CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16 F-3 Min. 3/b- head d,i.a. nail with min. :1.?1" engagement(for: wood substrate) or min. 0.097" dia. T-nail or stub nail with rain. 5/e" engagement(for concrete or block substrate), s}raced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wocd. Concrete or Block W 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 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. h CREEK k TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3' :TBETNALCM \` SOFFIT STAPLE 3/4" x 1/4" OPEN RAFTER DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND 3/e- eETvccw! STAPLES/ / PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4" CROWN 8" 1-3/4" TRIM NAIL FACIA BOARDT—"F" 1-3/4" TRIM NAILJ STAPLE ON CENTER PAINTEO S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -max. 16-inch span W000 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 t!ITECHNICAL SERVICES, ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"r.}" CROWN STAPLE OPEN RAFTER FASCIA BOARO 1" x{" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA 3„ \ DETAIL 8 I'" CHANNEL 3!8A 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. 4. CREEK TECHNICAL SERVICES, LLC 16J-1 No. I Installation Detail 3/4" X 1/4" CROWN STAPLE "24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE X2X.t17_T M 1-3/4" TRIM NAI PAINTED S.S. 48" D.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B a$,Et, SOFFIT STAPLE DIAMOND PATTERN I 1 D ETAI L FACIA BOARD i, BETWEENI1_3/8' STAPLES / a 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 PAINTED S.S. ' i r'x}" CROWN' I CAP STAPLES FASCIA SOFFIT USING A DIAMOND PATTERN; REFER TO 1"x}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL iI i >;" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1"x}" CROWN STAPLE ,•-- FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL J B.. Nominal 1"x2" SYP 31B 1, Batten Anchored to SOFFIT; MAX. 24" 1 F-CHANNEL Rafters vith one 7d 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 1 J. TRIM NAIL FASCIA 8OARO I PAINTED S.S. { I-j" SMOOTH SHANK I I FASCIA CAP ROOF NAILS SOFFIT 1`4CROWN STAPLE i I }" TRIM NAIL PAINTEO' S.S. FASCIA BOARD SOFFIT & FASCIA 24F- 2 & DETAIL 24F- 5 1" z}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA 0£ TAIL Nominal I"x2" SYP Batten Anchored to SOFFIT; MAX. 24" F- CHANNEL Rafters with one Td Ring Shank Nail at every Rafter W0O0 SUBSTRATE ALC15001. 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S,S. , i 14GA T-NAILS I -FASCIA CAP SOFFIT 444444"''''"'''' 1-+J" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD PAINTED S,S. SOFFIT & FASCIA DETAIL 24F-3 & 24 F-6 i"r1" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"%2' SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY I 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. LCREEKilTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I TRIM NAIL FASCIA BOARD PAINTED S.S. t",j- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED t'z{" CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1TRIM NAIL PAINTED ss. DETAIL 24J- 1 & r' q` CROWN STAPLE FASCIA 24J-2 a CAP; REFER TO SOFFIT 8 FASCIA DETAIL Nominal 1" x 2" SYP battens 6 scabbed between ratters and SOFFIT; MAX. 26" 1- CHANNEL secured with one il) 7d ring shank nail straight -nailed through the rafter into the end I WOOD SUBSTRATE of the batten or two (2) 7d ring shank nails toe -nailed on either side of the battern at the batten/ rafter 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. ALUMINUM COILS, INC Soffits Appendix C DESIGN WIND LOADS 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ten; G s, uf Soffits .a Building IUley," ains"iEcxU" mosuSre` eBed=rm hanType Zone`Roof 120 130 14 0 a 150" 160 170 180 190 200 w Hei `ht= it' fi " T r w 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 Loads) 20 20. 8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 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 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 ALC15001.3 FL12194- R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C a _ a r' Design 1NindAPr,'essurAesfor Soffitsin Exposure C, Mean n Basic„Wind S °eed m 4,7 Buildiig Zone . Roof , 3 ri 180 L ? ice 190Type; x. 120ffi130g, 140 150 x' 160= r 170 y. w _ 6 L Hei ht ft a x. 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 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 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8U502032.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 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 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. iCREEK TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C f, : Desi n Wind Pressures forSoffits in Ex" osureD„ E Building, Type Y W fir; Zoned„ M,ean Roof„ iei g lit ft 120 i 130;; w , ` BasicaWind 140 gy 1`50_ S eed rn 'h 91, 160,-5170' F" 180 190 ° F F 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 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7A6037.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 Loads) 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 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. Fab) ffM TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" — 1/B" 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. CREEK TECHNICAL SERVICES, LLC Fascia S 3/4" 3/8„ ALC15001.3 1/8" HEM 6"FASCIA 7" BLANK 1/4" FL12194-R6 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0,25-T'fP 0, 126' Pep ALC15001.3 18" BLANK 3 / 8 PROFILE FL12194-R6 ALUMINUM COILS, INC Soffits Appendix D 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" 3U/4 - 7/8" 112" 1/2'" 13.75" BLANK 3/8" PROFILE 2 17S'REF 0 50, TYP L2LTYP 0.125, ry P ALUMINUM COILS, INC Soffits Appendix D 1/2" 1/2- 112" 1/r 3/11 L END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online 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 Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE J 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.pdf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Product Approval Method Method 1 Option D file:/HC:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Bu ilding%20Code%200nline. html 112 It FL #14 . ( d l N mbW oTNa%e u u ' I I sc'RptiAn V .. W V V V ' V ' : V 'Xill 5444.1' CertainTeed Asphalt Roof Shingles£ 3=tab, 4-tab, strip (no -cut-outs), laminated and architectural`: asphalt roof shingles Limits.of Uses Installation Instructions' Approved for use; in HVHZ: No'_._,_. FL5444 R12 II 2017 ;09 IFINAL ER CERTAINTEED ASPHALT: Approved. for use'outsideHVHZ. Yes SHINGLES,-FL5444=Rf 12pdImpact Resistant: N/A' Verified Bw' obert'Niemi'nen PE PE-59166! Design Pressure: N/A' _ Created by Independent Third Party•rYes Other Refer to ER Section 5 for Limits of Use Evaluation Reports' FL5444 R12 AE 2017 09•FINAL.ER CERTAINTEED ASPHALT SHINGLES° FL5444-R12.pdf Created by Independent Third Party: Yes Back Next4 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 licen! under Chapter 455, F.S., please click here . Product Approval Accepts: M eCrk .- Credit Card Safe file:/// C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 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-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 610320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: I\a'rrn,y o Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 1 If t1r,I111 Ft 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. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: 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 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (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 ULLLC ( 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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON- HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 I' 4. PRODUCT DESCRIPTION: 4.1 CT20T"", XTT"" 25, XTT- 30 and XTTm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia TM, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark TM, LandmarkT"" IR, Landmark TM Pro, Landmark TM Premium, LandmarkT"' TL, Landmark TM Solaris and LandmarkT"° 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 Shake TM IR, Presidential Shake TLT"" and Presidential SolarisT"" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT"", Highland SlateT"" and Highland SlateT"" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT"" 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 RidgeT"", Shadow Ridge TM, Cedar CrestTM, Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to 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 NIP 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 (Vult = 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 SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasa = 150 mph (Vuit = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1312 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 v JTRINITYERD 6. INSTALLATION: 6. 1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer' s minimum requirements. 6. 1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905. 2.3. 6. 2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6. 2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507. 2.6 or 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 CT20T"". XTT"'_25: XTT"°v30: XTTm-1',301R: Y LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" r—( 305 mm)— -(305 mm) (305 mm)--- 1-- 1" ( 25 mm} — Sealant 1"(25 mm) 5 5/a" (145 mm) 5112,, for Norwood Plant T i METRIC 131/e" 13118" 131/e" . 1"( 25mm) Sealant 1"(25mm) 6 1/a" Figure 113: Use. four naits for every full sbingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 TyTe 11 is suggested. Roofing Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure 114- Use four nails and sir spots ofaspbalt cein t on steep dopes. CAUTION: Excessive use of roofing cement can cause shingles to blister, 6. 4.1 Hip & Ridge for CT20TM, XTTm 25, XTTm 30, Xrm 30 IR: Cut Shingles 251mm) i - 2" ( 50 mm) -Remove it 1! }! 1l 12" Gap Gap Dap 305 mm) Shingle Shingle Shingle Figure 11-24; Cut tabs; then trim back to make cap sbingles Enghsb dimensions sboum). t2"( 305mm)" Fas eo go\ h 125 mm) r, s2Oa Figure 11-25: Installation of caps along the bips and ridges. 6. 4.1.1 For ASTIVI D3161, Class F performance use BASF "Sonolastico NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization#9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 ARCADIATM', r. LOW AND STANDARD SLOPE STEEP SLOPE Use. SIX nails for every full slungle located as shown below. Nail Line Nail Nail Line 1' (25 mm) 1' (25 mm) Figure 2: Use six »ails for ease rt' f dt shingle. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTh1 D 4586 Type 11 is suggested. Hip & Ridge for ArcadiaT": Cedar CrestT", Cedar CreStTM IR 1' (25 mm) 1' t25JoLGG Figure 3: Use six nails mud four spots of asphalt roofing cement on steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"'" adhesive or Henkel "PL11 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. p03, (305 Mrs) 1 `25 tnm v gmml Hand -sealing adhesive 4" 1t4" 1" Dab of asphalt cement between 1„ shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 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 5 of 12 v 6.6 BELMONTO OR BELMONTO 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. o Addlianal nails if .equired- 220 MM) i Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 7' (25 rnm) \ Roofing Cement % 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 CrestTM IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18. S'hangleo Ridge. 18• Exposure Remove tape from the right side 1 ; g• and fasten r SECOND Fasten the left side 85/8 RIGHT FIRST ! LEFT Figure 17-19: Installation of Shangle@ Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate ofAuthorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use five nails for every full Shangle. 1 -(25 mm) (25 mm) 7 518" 8 5/8" 16 min) (220 mm) Figure 17-4: Use f to nails for eret , full Grand Alanor Sbangle, Carriage (louse Shangle, or Centennial Slate. STEEP SLOPE Use seven nails and three spots of a phalt roofing cement for every HI Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting A,STM D4586 7)pe It is suggested. 1.. 1—(25mm). 5/ 8" 16mm) jI 25 38 mm) or less ..-1" 25` m) I 8 5/8'• 220 min) Figure 17-5. W&,n installing Grand ,Manor Sbangles on steep slopes, use seven nails and tbreee spots of aspbalt roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4 12" r-( 305 min)—I---(375 mm)- —(305 mm)—j 1-- 1 (25 min) Release Tape 1 (25 mm)-" - 11/ 2" Nailable , Area LANDMARK TL 131/ 2" 13" 131/2" 1--( 343 mm)- -(330 mm)- —(343 mm)- f- 1'• (25 mm) 1" (25 mm)--Im Figure 13-4r Use four nails jor eregfidl shingle. NorthGate: WIDE HAILING 12" 14 3W IT AREA I-.t- t30a mmy w -+— (375 mini ---- -+r- (305 mm) Nailrx yLa,uts Lippe( nai Ira 1" { 25 min) 1' (25 min} - Lower nail fin iD" { NaSng areas for law and standard sbpas (from 2:12 to 21:121 Mal between upper & kr vPros as swwn above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate ofAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1212 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 LANDMARK- TL laminated shingle. see beloly. Asphalt roofing cement should meet ASTM D4586 T<rpe It. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. 131/2" 13" 131/2' 343 mm) (330 mm) (34:3 mm) METRIC DIMENSIONS Fii i 25 mm) 1 "(25 mm) I 12'— 305 mm) 1"(25 mm) Nail Area i For Steep I-rt— 25 mm) Z 143/4" 12"'— 375 mm) 305 mm) IeaseTa 1"{25mm}--- pe 25mm)---- NorthGate: STEEP 12" 14-314" SLOPE I---(305 mrn)— .•.— 075 mNAILING AREA. I Neihn rnm) behveer Cement Figure 13 5: Use six nails and four spots of asphalt roofing cement on steep slopes. 12" 305 rr 1"(25 mm: 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark TM, Landmark TM IR, Landmark TM Pro, Landmark TM Premium, LandmarkT"" TL, Landmark TM Solaris, Landmarklm Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge TM or NothGate Accessory 12" 97/8" 305mm) (250mm) 415/16" -1 415fig' 6„ 6 150mm) (150mm) ( 125mm} (125mm) Notch for Notch for Centering Centering 12" / 13114° , . 'e 305mm) Notches for Align rr ntto ( 337mm) Notches for Alignment to 5 the Top Edge of the Previous 7 the Top Edge of the Previous 7 Cap for5" (125mm) Exposure (1 m) Cap for55/8"(141mm) Exposure 1((m m} s_ English Dimension Metric Dimension Shadow RidgeT" Shadow RidgeT"" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 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 8 of 12 6.8.1.2 6.8.1.3 i- t Certain Pdrweh 13'IX f - su7nim) Jigniles Mchccs to top edge of pr;vi;uS txiirsr NorthGate Ridge 75 5' 194 mm) 5„ (125111m) Exposure 13 1 /8" 333 mm)----i 6 5/8'-*- --6 5/8'' 168 mm) (168 mm) 1 Centering 131/4" Notch 337 mm) Align these` notches to top edge of 7 5I8 19I mm) previous course. NorthGate Accessory 305m) Laying Notch I I I I I ii I I I Figure 13-20: Use laying notches to center shingles on hips and ridges; and to locate the correct exposure: For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'"', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 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 9 of 12 6.9 PRESIDENTIAL SHAKE'"", PRESIDENTIAL SHAKET"" IR, PRESIDENTIAL $HAtE10"', FRESIEENML $OLARISr"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five 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 I" Nailing 40" above tab cutouts malting certain tabs of overlying shingle cover nails. Guide tines (1016 mm) 5 114' 133n. • • • • 14 1/4" L-11t2' 38mm) (362mm) NOTE: Apply nails on painted guideline. Figure 16-6. Fastening Presidenhatand presidential TL Shake 1' diameter asphalt roofing cement shingles on low and standard slopes Figure 16-7.• FasteningPresidentiat and Presidential T/L Sbake shingles on steep slopes. 6. 9.1 Hip & Ridge for Presidential Shaker", Presidential Shake•" IR, Presidential Shake TLT", Presidential CnlnricTM. 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL WESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7 " from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, At is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NPJT"'r' 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 CrestTM, Cedar CrestT"" IR hip and ridge shingles. 6. 10 HATTERASS`:. LOW, STANDARD AND STEEP SLOPE: Figure 13-3 Fasiening Itaiteras Sbingles on Lore and Standard ,Slopes For tow and standard slopes, use five nails for each hill Hatteras shingle is shown above. 230M. 1) 12 mm) (230 mm) (230 -ar ) 25 mm) 25 mm) -1 9 318" 240 mm) Roofing Cement Figure 15-4: Fastening 1/niteras .Shingles an Verp slopes For steep slopes. use fie nails and eight spots of asphalt roofing cement for each full 1 tatteris shingle as slirns`n above. Apply I' 25nni) diameter spots of roofing cement (ASTM n 4586 type if suggested) under each tab corner. Press shingle into place; do not espose cement. G: 1 MON: Too much roofing cenent can cause shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 rTRRINITY ERD 6.10.1 Hip & Ridge for HatterasTM: 6.10.1.1 Option 1:. Accessory for Hatteras Figure 15-14.•.18 tbreepiece units separate to make 54 Hatteras Accessory sbingtes. 6.10.1.2 Option 2: Cut Hatteras Shingles 91. 230 mmj I I I I _ 1 Fasten 460 I--- 18" {203mm)I" 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle t140 Figure 15-20: Cut Hatteras sbingles to make cover cap. Figure 15-21: Installation of caps along bips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATET"", HIGHLAND SLATE?'" IR"` LOW AND STANDARD SLOPE: STEEP SLOPE: g 9' 9' Use FIST nails and EIGHT spots of asphalt roofing cement* for each T. aau zx j 9• 0 —nl full Highland Slate shingle, For Miami -Dade; SIX nails are required. Apply i" diameter spots of asphalt roofing cement under each tab rzs'n, i zstma t .a corner..Asphalt roofing cement meeting ASTM D4586 Type Il is suggested. Miami -Dade requires SIX nails ttwe nails ;' (25 mm) installed over center clout es srxr n). MiamiN erequires SIX ntil (W nails ndalled over caMsr whit es sjv- .. Figure 11-3: Use F1VF nails for every Highland Stak sbingle. Figure 11-3A- Use ME nails and caigbt spots of espbatt roofing cement under eacb tab corner. CAUTION: Fxcessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'",, Highland Slate TM IR: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR or Shangle RidgeTm hip and ridge shingles. 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 11 of 12 QOTRINITYIERD 6.12 PATRIOTT'". LOW AND STANDARD SLOPE STEEP SLOPE Use )'OUR nails for even full shingle located as shown below. IT FOUR nails and lour spots of asphalt roofing cement lbr every full shingle as shown befoiv. Asphalt roofing cement meeting AST D4,586 Type n is suggested. Apph, 1"(25 nim) spots of asphalt rooting Sealant cement z, shown. f _ _ _ _ _ _ _ CAUTION: Excessive use of roofing cement can cause shingles to blister. i' f25 mmj 1' (2SGli$y 156 min) Imo- 333r.r - m-mr3?~inrl (3"s3 m1 f'arm} i25 cm) --_--- 5-i;8` j 056 mm) 1 Realing Cement 12-1v 1'-io, -+- 12.1;T amn (aa min m3mm) 6.12.1 Hip & Ridge for PatriotT"": Refer to instructions herein for Cedar CreStTM, Cedar CrestT" IR, Shadow RidgeT", NorthGate or Shangle RidgeTm 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, LLC. Evaluation Report 3532.09.05-R13 Certificate ofAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online 01 Comments Archived _ Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kern 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 Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i? Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 J Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlaymen final.12df Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://w,vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online IN Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 FL # Model; Number or Name : Description . 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval 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 Report 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.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 Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eva] 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 Eva] Report TAMKO Underlayments final.pdf 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 Report TAMKO Underlayments fina.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 Report TAMKO Underlayments final.pdf i 123285 No 15 ASTMS Asphalt saturated organic felts i is of;Use Installation t4o0n0s1lsLim for use in HVHZ: Yes a r Approved'for, use o A id' 'J VHZ Yes Impact Resistants tvJA' Design Pressure N/A# FL2328 8IInIsTtruPc1Approved42017FBCEvalReportTAMKOs Underlayments final.dfa _ v,_ ._ , Verified By Zachary. R. Priest 74021 Created by Independent Third Party_ ,Yes; Ot_ _her See evusealuation report: for limits of j va_ _,. Evaluation Reports} _ _ _, FL12328' R8=AE TBP14001.4 201TFBC Eval Report:TAMKOt Underlayments finaL df, Created by Inde endnteThird Party 12328.E 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 Eva[ ReportTAMKO Underlayments final.odf Approved for useoutsideHVHZ: 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://wv.w. floridabuilding.org/pr/pr app_dti.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 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-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. GDEEK TAMKO BUILDING PRODCUTS, INC. Z TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50'F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMK08 TW Underlayment shall be 40'F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35'F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMK08 TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKO@ Master Smooth Y' N N N N N TAMKO@ Moisture GuardO Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 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. t llllli, No 74021 O 5 ' STATE OF : I/ NA11 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. EEK 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: Subcategory: Code Sections: Properties: PRODUCT DESCRIPTION Roofing Underlayments 1507.1.1 Physical properties Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6TH EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® 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. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-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.CREEK y TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMK00 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 TAMKO®ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: 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 N N N N N Y Underlayment TAMKO& Master Smooth Y' N N N N N TAMKO® Moisture Guard® 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 Y Y Y Y2 Y N Saturated Organic Felt TAMKO(D No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKO(D 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 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO UnderlaymentsITECHNICALSERVICES, 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. C 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. tYI IR p,iGAP• ' 'F'. 0 No 74021 10: = 1 ' STATE OF w P tv: 0 N A11 0%0' CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 w.. _ 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By im6 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 .,r Yes No ' N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d°/o3d 1/3 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved 11/08/2017 11/12/2017 Surrimarv="nf:Prnd etc - FL # Model, 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 Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes 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 Verified By: Miami -Dade BCCO - CERventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof 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 ea d b In pe en Thi P y: es 3792'-2 730 `Roof, Louver Aluminuml Roof;Louvefr L m ts ofUse Certifilcation Agency CertlflCate Approved for use nHVHZ' Yes FL3792 R10CCAC Lomanco 700 Series NOA° 16051028; nd Quality Assurance`Contract Expi ation:DiteApprovetl=forfiuse outside HVHZ `,Ye`s Impact kimit, 408/16/2021 Design Pressure N/A Installation'Instructionss Other 1 Refer to apphcable;budd nig4codesforregwred ventilation 2 Lomanco s Model 730 750 770 Roof Louvers'shall FL3792 R10 II Lomanco 700 Serves .NOA16051028?_,1)' Verified ByMiami Dade BCCO CER T- comply with applicable budding code3 Lomanco s Model Created by`Independent Third'PartY: 730,750,770 Roof, Louvers shall not be installed on roof; mean EvalI ion Reports heigtts$greaterthan 33 feet: iFL3792 R10 AELomanco 700 Serves` NOA=16051028:o'df¢ Created'by IndepentlentThi'r''d,Partyc sYes u v'" 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 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028 pdf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028 pdf 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 Lomanco 700 Series - NOA 16051028 odt Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II. Lomanco 700 Series - NOA 16051028 pdf 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.idf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.pd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.pdf Created by Independent Third Party: Yes rack. 0 Nexf Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 M .11 The State of Florida is an AA EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statementrm......::;.s :r / https://floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 2/3 o Ql l{T9' `. 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-DADS COUNTY PRODUCT CONTROL SECTION 11.805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/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 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. APPROVED NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 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 Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC-98&99 TAS 100(A) 03/16/95 LOM-013-02-01 TAS 100(A) 05/21/07 RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on, the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with 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'/a" 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 MIAMID/ane COuNrir Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A f 700 SERIES LOUVERED ROOF VENT MIAMI•DAD E COUNTY NOA No.: 16-0510.28 III , , , , M ® Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 a 1 DETAIL B 750 SERIES LOUVERED ROOF VENT p i 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 FACTFNFR MIAMI•DADE COUNTY s NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 4 750-5 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 M IAib MIAMI-DADE COUNTY a 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.$ov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami - Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16- 0510.28 Expiration Date: 08/ 16/21 Approval Date: 06/ 30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening.. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page.2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1'/a" 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 CMIAMI•DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width maybe 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 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all 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. TY NOA No.: 16-0510.28 MI I•DADE COUJExpiration Date: 08/16/21 Approval Date: 06/30/16 Page.4 of 9 DETAIL DRAWINGS DETAIL A r m i Ira LEM L M i IN 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 DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 ifiMIAMI-DADE COUNTY 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 7 1 750-S SERIES LOUVERED ROOF VENT M ' NOA No.: 16-0510.28 Miami gave couNrtr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIA M!, 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.sov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami - Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16- 0510.28 Expiration Date: 08/ 16/21 Approval Date: 06/ 30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Ai!ency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 t"AMIADA.DouNTr Expiration Date:-- 0510.28 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAM4DADE COUNTY Expiration Date.: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type 13: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all 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 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI-DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B s 750 SERIES LOUVERED ROOF VENT IN 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 1 1 . CID 1Z4CO 750-S SERIES LOUVERED ROOF VENT c4DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i 7251! 750-E SERIES LOUVERED ROOF VENT END OF 'PHIS ACCEPTANCE alit APPROVED. T i A 1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 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 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrfno@castcrete.com Structural Components Products Introduced. as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2014 TMS 402 2016 Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL1S8 R10 C CAC NOA 17-0821.18.pdf Approved for use outside HVHZ: Yes FL1S8 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 FL158 R10 II NOA 17-0821.18.1)df FLIS8 R10 II NOA 17-0821.19.01' Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eacir rJext contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florlda is an AA/EEO employer, Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibillty 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 SecUon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public remrd. 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. 7o determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe MIA,MI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE, R) BOARD AND CODE ADIVIINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315-2599 tinvwdniamid ade.aovhconomy 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" Pugh 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 boaring the 1Vliami- Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NXISSILE 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. nRMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No, 17-0821.18 MIAMI> aADE COUNTY-7 Expiration Date: 09/11/2018 Approval Date: 09/29/2017 t2 Z 8/7-17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 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 M. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through. 3 of 3, prepared by Craig Parrino, P.E., dated Alfarch. 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTAlf E-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systena'Mamtal for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Nlanital for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. PD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drmving No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Coitnty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., N1,S, Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Dralving 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 elated March 11, 2008, alt 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 Deportment of'Permitting, Environment, and Regutatmy Affairs, E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated Febrarary 03, 2012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lyfiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATIONS 1. None. A-4 1A- elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1.112018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I 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 Miami -Dade County Department 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 Cozrnty Department ofRegulatory and Economic .Resources (PER). 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. r c Helmy A. Malw, P.D., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 o HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 12 PRP AeT I Mii 11^ P C sT / 2' RECEee DOOR V-LINTEL 6- WCASTU—LINTFt 4' SOLID LINTEL 36 6' b b8' 6 IrvE 'A' snRmlpe 4 9N]Wa a' iclfae sM[VNLO AO aa¢eOUa n m a0R (lgl[M Te // ^R_e9l0. tP9 STARUPS 1 4 3 Ile 4 4 enomr9 nnGle O IU'L.IHT[E_L O" PRECA44-PUIEL 4" SOLID LINTEL nATA TARIF Y lQ1tm, gg E a" PPFCAST tl—IINTFI. DATA TABLE l444f A:L'Il:Eis 7!•:171J E Gl1 a iaarrr[+vmsw as asa a vm_u arJro t ar ar rtEssns m a v> ru r pFr,Nsrr vao FSmll[ Em i Ti S L$ .. rta ct=rt rta<I+(itsr±r.es e v nzrn me(vm:iiuna nlo fOffr7® E®11r iLI`a F'a90 iL 1® i[llS t Ja7 ICiGi1110 19" PRFCAST U-LINTEL DATA TABLE dlEon on rgm> a vm rao3s rlroc• rttzir acl ma UAIQ: a+l+rlv©m a anus aua marv vcam o taQl•® rr r tllr© s s]r a tl ilyFMISMR: 7FI Eff•1rfl:uir;FiIIni1 xcn®C9 flC•lit'7 imca 61G1i YllII 16Y.D11 11 fE1m11[Sm10 iLfiQl7i3mIOit arrr mmimo D 11--1TC1 . —A TAOI C I f EEraar i a.3+q.P R1+4su ma vrsrEE i:nsR(i7• I 3@ mmom Snfsaifalr L®mfl! I®• lJQ:] ifICYlEF31•t311 mina" E47fEiar v s[YfYivdo C1Gy1EVltlJ NLt pF, pi iOZYLEI SS EF tL1J[f73iF1Ff lR;a[7m CiZ1® r, eua r a acaar:>l rrT: aT[ ErnErxrst.ecesra.LveEr-,e>rerE2 xcaoalrrrn srF ci c.EsrmcYsaclt•ru r P TYPE " B" TYPE " A"._STIR[ 6" & 12" PRECAST LINTEL R1NFORCINc CAV FABRICATION MODEL R le]' IDPa 1m1C1 N w 'ry GMCVdJ a 1baGlOHp IYI nl I, b'4' 7 16 7/1b 6 3 4• yE[ [ CE.SS 11-LINTEL - 12 PREC NU-Ll 1MS PROlRIRAAY IMORNPJION 15 PAOVIDEO FOq PAO.UC( APPROVAL. IT IS DROTECTED . Y COPYRIOdT UWb AHD GaRNOT DC flFPRODUOCD OR D{s1RfOUTEO T6m. m TRC PRIOR XRIRSN ODHstM CAST- foc USA, ulC. 1. Rum,49D [ICU+ Flu DAA aw -1c1 Pa. 44 NW is RC.VI !. aIR1IPR14 sTAD10nII O AND 12 IXCN UMCfb - .OD. 11 DRAOA aD AS MI6 b. Moro 1N[ 10IAL NI '. Of "ARM RIOIARCO ARc f ". STARTING L CONCRETE STACNCm , t'a " RDOO Cal PDR .UL s IIICH AND tA. INCH (NON UCH CM OF ME ROMMOIRO OAOC. FOI ETAWU - R0. Of PACCAST tlftlEltT t'• " a000 pal FOR 4 INDII tR1IEtt .INNS. !, iNW ME Mir-10111G CAGE UOR1CAtIM NDOCL I.. DO1R1N aita 3WAL P[ M PACT[ WR .ICN 1D 11 FLAN N6q MW 2 b1.T M FROM Um CNO. CN a AND t. INCd lKtE WIM sl01PIND r— FORK. Ric°•`( y Yi•1f•j' PRODIJCTRTVISED ov• N O• ••• urnmplying wish 16D 7 1a: e Dnilding Colic Rc< N:gi.ncc Nni o82/, fg PROnucraCVlscH) P: q ij 'D6 UstJ c. do mo mply{ITs` FlutJ4 p1Jtml aD 4' : " , f•GDeplwAOo Ian ai loci Con: %yp11DlICry LT,hTD >':y' CRAIGPARAINO Sb.!=.S pR,Jy 7OQ"41 C01 \M" s C`S• 0 R 10 •%` B324CR579 ISe6A>•r o S/nAI,\L FCi , SEFFNER, FL 33584 T l SgVA IL i tom: PRECAST AND PRESTRESSED LINTEL DETAILS l zJiJ f} p H FRE NA L• PBSUBMI4 O?AWN n: JOHUi ARNAUD SCAIA 4 SF0'RN u5` N •-•• .^fT+• 4 "A7 a DATE: 3/24/OS ONCOFEO qTI CAAIO PANND, P.E. ORAW C, 1D4s{2 114. 1 0( JI GENERAL NOTES 1) llaleriolr. p—ni lintel . 3000 Psi fc C k 12,p sk rintcl as 6000 p1cgrout 3000 Dsi wi`hg axtmum Ja/8 inch oAgregalr denwb masonry unite ItIQAu] ppeer A;TA CSO with mudmum'nel dma eomPrasaire sbengl IS00 Pei bar per A= A515 Cmde 80 condor per ASW C270 typo Ai or S 2) NI sofa lead tebla. bosod no minimum 4 inch nombol baoring, vMa314n• Safe loads for lintel tro 6U8, 12U8 and 128U8 thvet be mducad by Z If bearalg length b lessan61/2 Inches, 3) Pr Id. gulf mad. bed and head joiat,. 4) Th. number in parenthesis indicates Ifa percent reduction (ar 9rado 40 Gold added febar. Es plc: 17'-4' Lintel 121`24-26 ante gmv'Sy lead - 142800 x/ 147. meW.Uon -0 1-M (.e$) 1228 pff 5) All R.NIS meet er exceed L/360 deflsduop. FYRCPJ1Rb; Untel types 6 8 de 12F8 17-4' Q longer coeds or .seed L/IM defleNloo, Use Is limited to conditions .meeUn9 the A.M. (I.M.9 Cod. Sedan MQ-1 es opplimbin 6) Shoro filled 141ob as required. 7) 4' aalid K.W. to be metalled w/ 4' dimension ho.Ut.l and D' dlm.asian wrldcal. 8) Imlagolion/olbchment of 11.16 net comply with the arehitealarel and/or sbo 1u 1 doaumanla. 9) The dalgner may c,al.elo me.lMed loods tram the safe load tublad by alculorng the mn axinn ...hVng moment and shear at d-away from the face of .uppod, 2) 6' a 12- Untete are menufociamd with 5-1/2' long notebre .1 U. ands to eccamedule vtrUc.l ag rdafwdng and grouting. 13) The estRiar mrface oI linlels instellW in oA.1d, cannel. -and* onry walls olwll bay. o cooling of sI.e. applied In aaardonce(( Y111,1ASW Ca 026 or other approved coaling. Unta l4) loodsaehmd be chlecked far the aombinlodglea q ell4 1U. (.R.Wn9 sq..unl; Applied vodieal lead Applied h 1m 1ol load W. "' Uwl land + Soafo hPrI alload51.0 IS) For c-PosIt. rate{ hdgbls not shaven, use aafa 1-4 from next lower hnfghl aRown. i6) Far IIAW lengths rat sheen, 'use Sala bad from next longest length the,, 17) Safe load. are supai.p..d oganable loads. Ie) Safe loads based on railonal design analysis per ACI 530 and AD 318. 19) Addirdnal lateral load capacity rna be obtained by the ds1m, by prniding addi!r'.ml reinforced canards masonry Wails (ROAU) above the lintel. Sea .ketch Woe: t-' SEE SAFE LATERk LOAD TABLES FOR LOAD RAT'O FOR FACN AODfiIONAL REWORCED CLN ( RCMU) FULL COURSE 1) 15 REBAR FOR U' UNTELS 1/2' C[R TYP 2) #5 REBAR FOR 12' UNTELS GR40 or CR60 SAFE LOADS FOR 4" SOLID LINTELS 40-4 1Pa GRAVITY TYPE LENGTH 4S8 3'-6' ( 42") PRECAST 1180 4'-0" ( 48") PRECAST 959 4'-6' ( 54") PRECAST 789 T-10"( 70") PRECAST 460 C-6" ( 78") PRECAST 360 7'-6" ( 90'7 PRECAST 260 9'4• ( 112") PRECAST 156 10'-6" ( 126") PRECAS 116 12u8 104as' r•• C_*" UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6" ( 42' PRECAST 687 371 4'-0' ( 48' PRECAST 597 320 4'-6" ( 54-) PRECAST 529 258 5-10"( 70') PRECAST 407 148 6'-5' ( 78") PRECAST 366 1113 7'-6" ( 90') PRECAST 280 87 9'-4- ( 1121 PRECAST 187 55 10'-6" ( 126") PRECAST 152 43 12F8 12F12 12F16 10) N. R - Hot Rated "f' •./ _ .. "? ".. It) 9oLl. m Bald added rebor to be located of the ballom ul the lintel cavity. s4 • i .'q. ti O O PRODUCT RJ- VISG6 6U8 6F6 6F12 6F16 - 4, .. Us eomplYin6withdhaFlonidc173Id( ng Crolo O 6' Z/, i 'e'+, .'p„' ,. • • l=rpi von Dalo—}_),!. Zi/B ':> • % f•i "'''. 7 TYPE DESiGNAT10N s •- "t''":' i ' -• ! •" r, fxua AIN Gna/o r augmrc ar yy ncvs u . `••'^<ax:).. '- a, enngl WIx\[nl. CAiR ••lt• , i:'.' „'.1 i 1:;'^Y 12F16-2B/ 2T :'• sb::a ale;:'';. :;'.•' ir,;'`%::" rA\NE soli-1 J L aarlm cFs ':rJ. • - ij 1GI ( a] MTOP aarca !oR Iz' LWIFLS tip' ; C)unto rce. e' uttas ^,iir=•i[•'":, fa::\J 4S8 ,gyp^ 1 G plS12F2812F2412F20 z (}k (t}' ( s r¢ e.R .e tm , e,.L• • PRODUCT RI3VI8) ErJ YN. ((2)) eEW. nFD FOR )3' UeR15 \w \ •u n . w 1) P3WRm raR e' ll:'IEIi i'; • • •s33 I^ ' —g Ca'i \l'Iflllit Lt1Y1'lll:l I xnw rmaRssa -' a mob' S7 T Building Car<fa MMO'_ i0 •a Fl o AttapwA'.No -OGO U 11 5 8' ACfUAt a Q . , <(ya P.sgsln!sllan Odo0 nAn r . \. • . • • • CRAIGPAAAINO12' NOMINAL WIDTH"'• ORID;••1 1 6324 CR 679 ! 'O 6F32 61` 28 6F24 6F20 JPe 1 /pl1AL Gi' FL. PEA,L FL 33584 see ,r N0. 44756 4 By ENE L MEMBER OF 71RE: CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES J 8 //,pJ - L EYIS 0 6 12 14 a _.v av ,. FILF IUJI[: DDSU85-14 9R.lYlH ey: foHAN ARIUUD SCAI@ tLiS a DAIEr 3/ 24/ Ol CHECKED 0f: MG PARRIHO, PA. - AEG. H0, 44758 ORAWId0:110. 04612 SHEET I U 3 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS SAFE LATERAL LOADS FOR 6" PRECAST U•LINTEES 4[:A019 4 Wd4Y1 VV SAFE LOAD POUNDS PER LINEAR FOOT 4m".4w.- SAFE LOAD PLF LENGTH TYPE 6U6 6F8-16 6F12-166F16-185F20-106F24-106F28-IB6F32-I8 LENGTH TYPE: 6LIB 6F8 RCMU 3'-6" (42") PRECAST 2332 267D 3892 5050 6148 7227 8297 9357 3'-6" (42'1 PRECAST 587 1055 596 4'-0' (48") PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 1 4'-0' (48") PRECAST 487 787 446 4'-6' (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 416 609 344 5'-10'(70") PRECAST 1067 1260 2198 3557 5734 7227 8297 8225" 5'-10-(70') PRECAST 300 350 198 6'-6' (78") PRECAST 949 1D78 1831 2850 4328 6737 8297 9357 6'-6" (78") PRECAST 263 496 157 7'-6" (90') PRECAST 779 883 1459 2188 3151 4524 6654 93571 7'-6' (90' PRECAST 222 367 116 9'-4" (112") PRECAST 584 660 1058 1523 2084 2795 3731 5017 9'-4" (112") PRECAST 173 352 74 10'-6"(126") PRECAST 503 566 895 1270 1706 2235 2895 3747 10'-6"(126") PRECAST 151 276 58 11'-4' (136") PRECAST 457 513 805 1133 1507 1952 2492 3163 11'-4" (136") PRECAST 139 311 49 12'-0" (144") PRECAST 425 4.77 744 1042 1377 1769 2238 2808 12'-0" (144') PRECAST 131 277 44 60') PRECAST 373 417 645 895 1170 1485 1852 2285 13'-4"(160") PRECAST 117 1 223 35 14'-0"(165") PRECAST 351 392 605 835 1087 1373 1703 2087 14'-0"(168") PRECAST 111 242 32 17'4' (208") PRECAST N.R, 299 455 620 794 985 1198 1 1437 17'-4" (208') PRESTRESSED N.R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR ' SEE GENERAL NOTE 18 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 6" PRECAST U.LINTELS 4""" 4"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-IT 8F12-17 616-1T 61`20-1T 6F24-IT 6F28-IT 6F32-IT Y-6" (42") PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6" (54") PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10%70') PRECAST 831 1222 160 77' 57 2736 3114 6'-6' (78") PRECAST 723 1097r 1437 2457 2797 7'-6" (90 PRECAST 648 565 00 1249 p4 1544 I4 1840 UI 2135 9 2431 9'-4" (112') PRECAST 575 5711 1 9801 1252 111 1492 1732 1972 10'-6" (128') PRECAST 514 4620n 7871 1121 i33 14 1551 17B6 x 11'-4'(136") PRECAST 474 4041,,1 6B5 , 985 n 1213 v 1442 1645 12'-O"(144") PRECAST 454 36700 619 888 f4 1093 rv, 1299 1506 IX-4- (ISO-) PRECAST 402 308i1 5161n 735 906 n 1076 1247 14'-0" (168-) PRECAST 383 1 f 255. 475 877 8321n 989 1145 17'-4" (203 PRECAST 25311 203 3381a 476 585 a 693 j 8031a f)) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PA e G • ENS 0 44 10 , T C?F C: : tea` CRAIG PARRINO 19 SEFFNER, FLW84e4'I/Mar{`` FL. P.E.i)G Nn 1 PRODUCE REVISED wmlilying with Ore Plodda Building Cola ArccptwKDNoff—- PuRdind gFUEva! aFW5109 A H11E: CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES8MEMBEROFr`^ 1 3 it OB 'M1 • ICU .,,.NERA EVI O fPGE9 1 t f Y ..w* L'^•: FRE HARE: ORSUOO-t{ DRAWN Bh JOHAN AAHAUDJA 5CA4EH1.5. i' w1n DATEt J/14JOJ MEMO 81: CRMO PARRIRO, P.L - REF 110, 44756 D&IWIIID:HO, LT4012 SHEET 2 OF 3 SAFE PRECAST LOADS SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELSSAFEGRAVITYLOADSFOR12" PRECAST U-LINTELS FOR 12" PRECAST D"LIMF15 4--4 a SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F8-D 12F12-29 12M-26 12F20-28 12F24-28 12F28-28 12F32-2B 3'-6" (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-C" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54') PRECAST 2396 3464 5304 7619 9352 I WO 12755 14438 5'-10"(70") PRECAST 1612 2320 3213 5234 8487 11060 12755 1443q, 6'-6" (76') PRECAST 1383 1986 2679 4196 6421 10032 12755 1443$n 7'-6" (90') PRECAST 1138 1628 2131 3'218 4676 6756 9753 13524 9'-4" (112') PRECAST 795 1216 1535 2230 3083 4167 5593 7552, PRECAST 614 1043 1295 1853 2516 3323 4334 56321A 11'-4'(136") PRECAST 518 945 1162 1649 2216 2893 3719 4746, 12'-0"(144") PRECAST 456 878 1073 1513 2020 2617 3333 42061, 13'-4"(160") PRECAST 359 767 0 926 1294 1709 2186 2743 3409„ 14'-0"(166") PRECAST 321 720E„ 665 1204 1554 2017 2451 31064 17'-4" (2081 PRECAST N.R. 4511, 631 D, B81 E 1141E, 14280) 17500, 2102(9 19'-4" (232') PRECAST N.R. 3430, 477 ,, 700 0, 925. 1152 1380,m 16090, j) 1H£ NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RERAN. SEE GENERA. NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w7 2" RECESS DOOR U-LINTELS 44*04n SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 12RF6-2812VIM 121ff14-2 12RF18-1 12RF22- 12RT28-2 INF30-2 4'- 4" (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 V- 0" (54") PRECAST 2319 2740 5468 7584 9640 11659 1309, 15679 5'- 8" (681 PRECAST 1347 1841 3555 6395 9640 11569 13679 1567)„ 5'- 10"(70") PRECAST 1259 1758 3361 5954 9358 11669 13679 1561 6'- 8" (BD") PRECAST 924 1430 2633 4415 5884 10351, 1257A„ 14804u 7'- 6" (90") PRECAST 703 1203 1 215E 1 3494 5259 1 79220 9623(1 1132R 9'- B" (116") PRECAST 389 843 1451E 215E 32431 4427E„ 5417K 63601„ i1 THE NUMBERS IN PMENTHES5 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REHM. SEE GENERAL NOTE 10. 4 4- r-4- WELOAD, PLF LENGTH TYPE 12US 12FO RCMU 3'-6" ( 42") PRECAST 1295 4841 393 4'-0' ( 48") PRECAST 1295 4841 2994„ 4'-6" ( 54") PRECAST 1049 3922 241 ,, V-10"( 70") PRECAST 681 2547 15521, 6'-6" ( 78") PRECAST 579 2167 123,(n 7'-6" ( 9(f) PRECAST 474 1771 914E,n 9'-4" ( 112") PRECAST 355 1326 580m 10'-6" ( 126") PRECAST 306 1143 4540n 11'-4"( 136") PRECAST 278 10411 38604 12'-0"( 144") PRECAST 260 971 345w1 13'-4" ( 160 PRECAST 229 657 278 14'-0"( 168") PRECAST 216 809 2510 17'-4"( 208") PRESTRESSED N.R. 633 1620n 19'-4"( 232") PRESTRESSED N.R. 534 1300 SAFE LATERAL LOADS FOR 19" PRFCARY. 191, RFCFSR nnnv 11A INTFI R C/1w^ 4r SAFE LOAD PLF LENGTH Ty" 12RUE 12RF6 RCMU, 4'-4" ( 52") PRECAST 1295 3892 2581, 4'-6". ( 54') PRECAST 1213 3458 2417, 5'-8" ( 68') PRECAST 784 2236 1650 5'-10"( 70') PRECAST 747 2129 1552, 6'-8" ( 80') PRECAST 602 1716 1170,4 7'-6" ( 90") PRECAST 504 1438 9140R 116") PRECAST 355 1011q 5 9p1 4c-r- 4.1- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-21 12F12-2T 12F16-2T 12F20-21 12f24-1T 12F28-2T 12F32-2T Y-6" ( 42") PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" ( 48") PRECAST 2389 3721 4872 6023 7174 6325 947E 4'-6" ( 54") PRECAST 2113 3291 4310 5328 6347 7355 83B4 PRECAST 1623 252E n, 3310 4092 4B75 5658 6441 5'-6" ( 78") PRECAST 1444 2269„ 2072, 3675 4378 5D81 5784 7'-6" ( 90") PRECAST 12670, 176E ,E 25B3„T 3194E„ 3806(n 441E 01 5028 E, 9'-4" ( 112") PRECAST 102811 1171DO 2006E 2590(Wl 3087E. 3563,, 4079ro 10'-15" ( 126') PRECAST 920E 947,116121u 2281D, 2764 3209, 3653, 11'-4"( 1361 PRECAST 858(t 829 > 1404(,, 1982E 2441E 29D2 3364E 12'-0"( 144') PRECAST B141, 753 ,,, 1269,, 1788M 2201E 2616,, 3032E IV-4"( 160") PRECAST 678I0833 1 1057Ea 1485 1826E 21690t 2513E . 14'-0"( 168') PRECAST 6220 5860t 174 V4 1365(M 1679E 19930, 2309E,, 17'-4'( 208') PRECAST 434p,)427 695 m 964 1182 1402( 1623 19'-4" ( 232") PRECAST 366 0, 370 I,N 593 [ 817 D 1002j 1187,, 1372 E„ 1) THE RUMRFRS IN PARMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FELO ADDED REM. SEE GENERAL NOTE N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 oAT- 6pd(@1)I YYY SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 120- 2112Rf16-2112RFI4-2112RFI6-2112RF22-2T12Rf26-2112RF30-2 4'-4" ( 52") PRECAST 1626 2585 3746 4806 5867 6928 7939 4'-6" ( 54') PRECAST 1558 2532 3602 4623 5643 6664 7684 5' 8" ( 681 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10"( 70") PRECAST 1173 1984 2769 3553 4338 5123 5908 8" (80") PRECAST 1020 1538 2426a 3114 3802 4489 5177 7 4( 0'PRECAST 904 E5 1226 , 21631 2776w 339003 PRECAST 7031„ 771 11 147207 2181E 2663 31450, 36280 uruvLL nu, c ,o i E••,..., E, RBIDBFRS IN PARENTHESES ARE PERCENT REDUCTIONS FOR G E N 5+ 40 FIELD ADDED REAM, SEE GENERAL NOTE 140, 4 It PR47DU a, cunlpl RwithtED BI:i1J1 with the Plat idn 6"RE3IWCC RF,YISl50 c" c"° I-n Accepgnco NooE1Rpirafian Unrcu- 8 1'/g B 44E q eQ4:. iO P /U.` CRAICPAARINO mn oanptyfng wish lho Plnr(Jn Fn Tanswde Amr l rtm No b-o 0 0 A8 s•, CRi, 4+41nm, boric d "` - to r" SC f=NEIA, LPL 33584 uc oniml SEE GENERAL NOTES - SHEET 1 OF 3 '.-,, ONAI-6`, T kP.E!UlUalt41q'A56 MEMBER OF 1, CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Ell NDID 166118T-14 DUWN I J0112 ARNAVD SCALE• ILT.S, DATE: S/ 24/(3 CHECKCO 8T: GRADPAARI.G, P", - OLD,00. 44756 DRAWIRG: NO. L11611 SN[fi 3 DF S NilA%71'DQDE iYITAivIT-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMTC RESOURCES (RER) 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) vww.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 AM. 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 revolve this acceptance, if it is determined by Miami-Dado County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Pan•ino, 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 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 1e my A. Makar, P.E., M.S. NOA No. 17-0821.19 MlAM! DARE COUNTY Expiration Date: 05/21/2022 Approval Date: 09/28/2017 2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 496-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E, signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. 1-rill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-MI9614 dated 02129196for 95 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 466332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 95 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for 95 rebar by Birmingham Steel Corp. 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-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. 1Ltill Certified Inspection Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control ltilanual 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], prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated danuary 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated Jayne 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 throacgh 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Allanual 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 #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS J. 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 # I1-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. f elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details") sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on Nlarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F, OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. if elmy A. Mai ar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 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 (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 417-0227.15 A. DRAWINGS 1. None. B. TESTS L Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTIVI E-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. Adrny 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 - 5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1.0. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS 1 _ None, A 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. 6pleimv 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 PRODUCT Ri=VISGDOte FIOr[dn PROOUCTRUNEWP.D a complying wi the MTN. BB complying u'44 Atu!ding r; DdO _ Acaoptancn 1•k D 2 j Q diog CDdc Acccpt=Oc No/6-olZh y(r IJOn DRIc Exp!rm1ORDDIc 2SFL21 Z 8 Mwmt P CI co" qJ rO uM 'o PRODUCT- F£14VA1£I m ou:np1y1D8with Clc aDanma c.dt: Accepw- No d: p&!,jUy',AST VI/ a BLCEIIs OODH I-lIN7F 8" F3E'CCA$r U-UKT ,L e" PRFi1RE3SF0 IL-L(p[ 7/52"0 2AR STIRRUPS TYPE. "8" STIRRUPS M 411 8" LINI t TISRRUIG ,13. P AETAILS SW PRESTRESSED L I2EL YO TUE WF(0 T 5. E SPACING A> P IA-8 9 1 S42 7 32 BAP 1 -3" 7 13-4 0.140 SR7 32 D I -3 A" DAR IB-2 4 0 - S 1-1-4-1 0,158 1 638 7 s2 BAR 1-Y 171- OAR 17'-2 7 22 BARI S 7 32 OAR to •-R" 4 6 A -2 a 21'-4° 6.194 7B7 7 32 BAR 1 - 7/32 OAR 20-2" 6 D 3'-B 3/E" IO 12'-0" 0.200 01t 7 52 BAR 7 32 BAR 1 -3 I 7/32 OAR 21'-10" 3 O 3'-10 VV 10 24'-0"'0.21P E59 I -3FB-D Y/32 BAR 23•-10" a e 4'-3 1/B" 10 8" PRECAST W/ 2 RECESS DOOR U--LINTEL DATA TABLE p,>• 71:[Ii:it3F lTi-i 1 li.alcer.E lS.'1 F'tl smrrs€sa rFf:l:7 OWN vad Icrtelr utar ri' vNaa mn p]rlE llullf6 imIGiCclrl1LS SEW HER OF M[ 1• SmDsiN)3 Cxl. or xiR uMlcu M'A• moo.EL i'rvAFAfttr1 t3D0s PRf tCT Lt6lTI R NFORCENG GA FA9KIS, .—.—. Pi CEJ1PT11d00EL . mA A lYl 'A' Smq F3 T.E SLiMII! TRYJl ir rRF a i ucgEF R I RciNt! Soh iR+! D9Ei R" PP[7r.ACT 11-1INTFI_ DATA TABLE t7<¢'i i E lltt l[91.Irf1 lIS.'QIJ 7fr"17"d l'.a'Ni EYuart.X fl ll lfr/ yy' ivs tiiT t}[rr v sm' F ifOi l8Ylsxr•A+It.11p D.i 1Q[EIly I ISI['Y i gIQO_ CEiiF! r'S71 f3m rv n reaio m r l rmmo mar st allmmrru rrsa oi @[dL•x3 r Eli i f[rJ[Ei»' L FL 1 if 3C[iiflC.7YO TH55 PROPRIETARY INFORMATION 15 PROVIOW FOR PRODoCF APPROYAL. ET IS PROTECTED BY COPYRIGHT LAWS ANC CANNPT BE REPBODULEL OR OISTRIOViEO YJDROUT THE PRIOR Y/RtrrLH cORSEOY OF DASI-CRETC PSA. INC, I. AEINFORCRO•SiEEI: _7/32 MR ASNI AS301 I3. p4, S. NOICI TNp TOTAL Human OF 5119RVPs AND P$ REOAR OWE 60 ASIR ARIF'7/16 IHC14 RURXREO I3 COUNTED SWtIINO FROM CAOR 01WO R 27OKU LOYl-RELAXATION PROIRMINO ENO of THE ROIIFCA0R10 WOE: FOR EXANFLE ERIANO AWN A41R• - 010, OF 6PRRUPY v 4. THEN THE 2. C9NCpEFE SIREN0BISI Yc OOQD PYI fOR 3' REQUGHCIRO CAOC 1(OOEL YHO11Y 2 SORRWS PIIC9FREB$E6 EpIELY; 1'e • 4o00 P31 IaR ALL FRaIA EACH M. PAECAST a JKWN =;1'UHTUS. 4 R3 PODHPs of POLYPROPTLERL FIBERS PER 3. 9JDIAL PRGSTRESY PORCE 070 X f W, CU.YD. OF cOID WETE l 1 0 UREA III uuhorOFPRESTRESSEDUN1ELROOFOROWOCAGE 4. MpPIN0 ST MIT PAESIRESSEU To RS51SY UrnX. ANTI NAHVUKO FOSOES. UN G DNS : rnooucTuevls)sD U4. u"mnDhthe Florida 4 Nl. g Coo6 ; Ac plwecD NO/ o o3,D2 7Ey t1c; 1 UAtR O zDl6 E O CRAIG PARRINO Ir 6324 CR 679 t>;tcrnt Uml, a' eBC ¢u'" FsEFFNERr bss/ R4Nam\.++R+ FL 3504. P,E. L , 0344756 P•_ UAlAI_ _t+ TINE: CAST— CRETE 8" LINTEL FABRICATION DETAILS o-, --a I InmIH sL CAMS PlAYlRO, P.L - p[D. XO. 4v$B VALET 901 ID 3GIE F Q nCG I OA\IITV In A n5t PnP A" PPr-CAST& PRESTRESSED U-UNTEL6 4aas _fmll• SAVE LOaO -POUNDS PER LINEAR FOOT TYPE LENGTH BU6 8F8-0BfiF8-1H BF12-08 6FI2-18 eFl6^DB BFiD-f5 6F20-9B 8f111-I8 8F24-08 6F24-{R aR8-OB EIM-10 5F32-06 81`32--19 3'-8" h2" PRECAST 2231 3oea 3719 5101 6607 8054 S501 toast 3069 4B0B 6113 7547 6574 ID394 IIM9 4'-0" 48" PRECAST iiTi. Z151 3810 4890 6961 7034 SIN 4E05 6713 7547 6974 10394 11009 4'-fi" (54") PRECAST 2110 2931 3753 4576 5400 224 i775 6113 7647 8672 10294 11e69 5'-4" (64) PRECAST 12t7 1349 14M 1929 258o 3123 3685 4249 663 3D90 5366 7547 73i2 a 07Z31.,l 10127 u 5'-10"(70) PRECAST 1082 1109 1175 1631 2090 2549 3009 3470 1451 2622 4360 7168 a 6036p 7151 83211n 6'- 6" (78') PRECAST 908 1238 2177 3480 3t131 3101 4363 5061 1233 2177 3URI 5351 8360 IOM404 8825 7'- 6" (90) PRECAST 743 loll 1721 2632 2205 2695 3191 3065 011 1729 2001 3595 6681 6467, C472 , 9'- 4" (112) PRECAST 554 699 1160 1628 2594 3486 NIS 3302 702 1245 1843 1 2564 3455 4705, 8390 10'-- 6"(126") PRECAST 475 am 890 1247 203 27 2103 2536 SO 1052 7533 2093 2781 3643 A754 11'- 4" 136' PRECAST 362 552 sts 1360 1646 2423 3127 4006 562 945 1366 1846 2C3 3127 400E 12'-0" 144° PRECAST 337 540 873 1254 160 2193 1905 3552 540 BR 1254 1684 2103 1805 3552 IT-0 ( I PRECAST 296 471 765 1075 1423 1835 2316 20V 71 755 1075 1425 1036 1 2316 26a1 14' 0"( 16B") PRECAST Y74 4z4 7os iDo2 132a 697 zl2r 2630 442 705 1502 1326 1697 2.127 2630 14'-8" ( 176") PRESTRESSED N.R HR MR fit;NR RR MR MR 43 70 1370 1 f9D2 2245 2517 v12 15'-e ( 184") PRESTRESSED N,R, MR I MR I MR Nft MR NR 4f1 710 1 1250 1733 2055 2320 25T3 t7'-4°( 208") PRESTRESSED N,R, HR MR RR NR MR MR RR 300 548 F. 5241 1609 7849 2047 19'-4°( 2J2") PRESTRESSED N.A NR RR NR MR Na MR tW Z35 420 760 1031 1282 1515 1716 21'PREST"", NR. tin MR MR MR MR 180 Z40 596 e45 1 1468 22'-0"( 264") PRESTRESSED N.R N0. NR NR NR 114 NR 550 704 I 1799 24'-0"( 288") PRESTRESSED N.R, NR MR l29 2B0 450 B5 B54 8041092 22 1222 SAFEWERAL LOADS FOR VIPRRCAST&PREBTRES8T5DU3INTSLS • ll VVFF SAFE LOAD PLF LENGTH TYPE 8U8 BFB Rt*MU 3'-6" ( 42')- PRECAST 1025 1024 1598 4'-0- ( 48") PRECAST 765 753 1309 4'-6" ,( 54) PRECAST 592 591 1073 5'-4" ( 04") PRECAST 411 4-11 745 5-10"( 70") PRECAST 340 339 016 6'-6" ( 78) PRECAST 507 721 490 7'-6" ( 90") PRECAST 424 534 303 9'-4" ( 112) PRECAST 326, 512 230 10'-e ( 126') PRECAST 284 401 180 11'-4" ( 136') PRECAST 260 452 154 12'-0' ( 144") PRECAST 244 402 137 13'-4" ( 1601 PRECAST 217 324 110 PRECAST 205 293 100 14'4'( 176')PRESTRESSED N.R. 284 91 15'-4"( 164")PRESTRESSED N.R. 259 83 17-4" ( 208') PRESTRESSED N.R. 194 64 19'-4" ( 232') PRESTRESSED N. R, 148 52 21'-4'( 25e) PRESTRESSED N.R. 125 42 2Z-0"( 264") PRESTRESSED K.R. 116 40 24'-0' ( 288') PRESTRESSED N.R. 91 33 sAFE UPLIFI LOADS FOR 8" PRECAST & PRESTRESSED U-1_(NTELS mr-b rom' SAFE LOAD - POUNDS PER LINEAR FOOT 3'-6" ( 42') PRECAST 4'-0' ( 48) PRECAST 4'-6° ( 54'1 PREGASF 5'-4" ( 60 PRECAST 5'-10"( 70) PRECAST 6'-6" ( 78") PRECAST 7'-6" ( 90') PRECAST 9'-4" ( 112') PRECAST 10'-5'( 1261 PRECAST 11'-4"( 136") PRECAST i2'-0"( 144) PRECAST IS-4'( 160') PRCCAST 14'4' ( 160") PRECAST PRESTRESSED PRESTRESSED 17' 4( 206) PRESTRESSED 10'-4"( 232) PRESTRESSED 21'-4" ( 256") PRESTRESSED 22'-D"( 264") PRESTRESSED 24'-D" ( 206") PRESTRESSED 71) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 art uycrva I\v¢ nu. 1 n ti " " "• FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3, raoD rRcl vEu nf Retwhe Dnl.DlauuPRcfJD' JCT iU3Y(SGD omplyingwith the Flwidu rs wmPty6 ea61h fh_oFixlGs DWId,cc,cr9Rwe,;rFn7otfAn 9do vDwldn,gc„: Acceplmuc Noo G 19 3ui:dinCo4" Rr,pEa,«Nn1 DnEcy S 2J2o2'LnUstcr; 3 caAfo o 8 irelio013rroo22 Ea7Eir or DY 77 MfwnIn o- d1 s I'' y NFRAI. NOTES - SHEET 3 OF 3 N'@`TD duotCunDol lvt. t U to uc C p 0 i A4 A1HEA l7F ry6 N'_`lll' t1 RILE! 1.41 iasw. no° mnr 436 t-. 'w au FlICI F.G 0.11G S,`$}_Lp RENTHESIS ARE PERCERT REDUCTIONS FOR GRADE40 g ll4C$6v GENERAL NOTE N0, 4 ON SHEET 3 OF 3. 0EN5. • G PRQDUE`I'RDjrybDD a0 By Dul jd PfyinO \yjRE11w l7oHdu A4reptonuc T TEOF •zY; .CRAIGPARRINO i1`R1IDRDu°Ib o P ' lU: 6324CR670 Dy, R 1 Gti ti SEFFNER, R 33604 Mf iuD,dV33LD6c1`n S/nnlh4 f P' FL, P.E.LIG.N0, 44758 uI11 411' AST E T E 8" LINTEL FABRICATION DETAILS 10R6-11 I owfH IT. GRAD hunfRo, P,F- -RED. R0, 4g56 SGIE 11pj 60 SCU[ 07 16 1 CIECTED IO CMG FMIJ.40 PE - RED. R0. 44753 07A8Ht0 R". NZ SR¢T 2 1f 3 I cnI Bans PnR 8" PRBCASTwl2" RECESS DOOR U-LINTEELS a is d SAFE: LOAD -POUNDS PER LLREEARFOOT LENGTH TYPE BRU6 8RF6-00 BRF10-0B 6RF14-OB ORrl"O BKF22-o aRF26-00 ERM-08 8RF6-IB 8RF10-18 SRF14-ID BRFIB-le UM-18 8RF2b-18 SRF30-18 4'- 4" (52") PRECAST 1635 1719 3355 3280 430 542T 5493 Mil 1511 3698 5206 6639 BOBS 947S 10693 4`- 6" 54" PRECAST 1494 1596 2063 2992 3968 4946 5924 6904 1756 3820 5206 6639 696D 4479 10893 5'- 8' (6B") PRECAST Sbb 920 J770 1716 2277 2339 3402 3966 1167 2481 4567 0389 0060p. 7917 u 9311 e 5' 10°(70 PRECAST 810 US 1653 1600 2124 2640 3$74 3700 7115 2342 4242 B639 1, 6060 g 740287061q 6 - B' (80") PRECAST 797 901 1825 3120 5046 7747 9/dB 7360 901 1625 3120 b048 7215 9479 10893p 7•- 6" (90") PRECAST 669 755 14g0 2459 3776 5743 72J9 b823 765 1490 2459 3776 5143 8948 a 7089 0'- D' (116°) PRECAS7 411 406 699 1560 2253 3129 4091 3146 520 999 ISBO 2253 3129 1S0 6091 U) THE NUIVOERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FOR tnAaT ". 40„ 6.6rQgrinna r1.1 INTRI C p gyy,pF SAFELOAD PLF LENGTH TYPE 8RU6 8RF6 RC# U 4'-- 0 (52') PRECAST 758 757 1164. 4'- 6" (54') PRECAST 694 693 1073 5'- 6a (68") PRECAST 408 407 655 5'- 10'(70") PRECAST 302 381 616 e- 8' (80") PRECAST 595 788 464 7'— S' (90") PRECAST 509 674 363 9'— C (116") PRECAST 370 490 1 214 SEE GENERAL NOTE 18 GENERAL NOTES 12) LINCB arc m.nefaWred xilh b-I/2' long rmld en al lb end, to xeomndate Lbbdolel Pealcel cell ,drdordng ood grmUng. Po 6" pmccal Fnlel - 400 PI 1'. prrslr.sscd linitl = 6000 Vol 0 Inch 13) iho aleda sudow or Bnlolr lnolo0ed to ededor cwrolale tnonry raW andl have in Ah A91N Fn or oU0 epprOrsd _6 1v9mvl - 3000 pd ai{b mvamum Og9rcyv1, emcreln muairy a is CI70) p IS1N UJO vih Mrtlmvm nel of. bbewa9so oiaep I9co Pot A615 60 o o ol,q of vlucm epplied o¢ewdonee 9. 14) Llnlda leaded silbbl roust' Tnlh vergcal ``ynnl1yy r ryyW1) and hohmnlnl {lofaml) for the I: Iho lollodng ngro8on: rabarper150EGrodeshoM per AS0! AM Or de 270 kw -1-Utfa0 loofa . hould be chmkod ¢unbrud xAb mrelrening atarPatAS1bl C270 Type µor S AW44 rediml land AppSed hadrmLd loot S IA 2) Al rof¢ land Kint base4 on mh0mum 4 1* 0anb¢I heorlm. sore _" kod 5.1. hodronld Im6 fxe= e6an' S.I. bade for Mel type Ilm and BRUB must be d¢99sd by Y0A baring Iwylh to Ivv lhva to) For compomU bW hdghlt not sham, u"a safe bed Irom noel 1 eer N39hl abova, If , 0 I/2 utehas, 114 For 6Nd IengRs not slpxq, is. mle load Irani nmd bog.sl 4sg(b rhoxn. 3) Provide Lull mor(af bed and Ikad Jenl_ P) S.k level+ are wpedmpvud vllorable leodt, 4) The .,nibs, In parenlher'., lnale.ln the pe,mnl md.,Uon far 10) sole lo•.ds based on, mtlonal doelga anelia per AN 530 and AU 318 gmde 40 held added Non F ele; 7'-6` hold Br32-18 soto ri!y load 0472 al e/ ISO r due6oA b 6472 .65) 01 PH to) Addlfaiwl loterol Imo upadly ion ba obloined by The desirer by ooviding oddi5.01 revtlorcedooft-4 mmonry bops (RUC) obw. he 6ntal, Soo AWh bolaw: 5) M 114.1. meal or wood L/360 deeeciep. F— ral a: Pre 4— Ilal lgaore 17-4' end bng. enceb YRODUCt' A,_JEN'd:.D e mU1Wanaum. Uso it 1'vnik to oond6/ons neoelin the Flald¢ 8u0dent aco, ;p7ygngrtigL ht Floxiis Code Mon, 1644. 11 m bWI.t,b a Paald;ug Cale a) Slw. 110ad Ilnlds be r.q*40. A:zcpsanse-4n 022 7) 0. 17 ra6ar m.y be .OboBleled (or aa lb. 15 ub. Pi onl7si¢ - , B) . d000llan/ctl" onl d IInnu,sl comply AM Iha archil.1WIM 5n nd/cr e0udueo! doaamanl, h4'- 1i1 due Cis o! 93 The dr, pa may ..W.I. um.nlml.d Imde Iran th. sots load table by cclsAoYrg the i0 inn" recisbng a—wi mA ahmr of d-way Irom the loco of ruppul, 10) M - Nel Ned ' 10 6otlmn 6dld odded ,. Wr to 4 booted el th. 1,0N fU 6atol sadly. 1/2' CLR TYP 1500pa1 sAFF:I IPI IPY I AAnS KOR All PRECARTwl 211 RECESS DOOR U-LTNTELS 4/RR7*44 dI;2q SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH aRF8-11 8RF6- 21 BRFI0= 1 BRF10- 2T SRP14- I BRFl4- 2 ERF18- 1781f22-1T BRF10-27 MF22-21 606- IT 0MO-2T W30- 11 ORFZO- 21 4'- 4". (52') PRECAST 9b5 1668 2362 3056 3751 4445 6140 s05 1668r212 3058 3751 4445 5140 4'-6" (5e) PRECAST 867 1004 293g 3607 4275 4943 867 1504 WS, 3607 4275 4943 6" 8" (63") PRECAST 678 1269 2326 2854 3J82 3911 075 1269 2325 2854 J382 3411 5`-10"(70') PRECAST 6551207 22U 2773 3286 , 2799 i655 1233 2259 2773 3286 27996'-8a (BO") PRECAST 570 429 a 7980 n 2424 a 2879 l 3329 570 1DBD 1630 198D 2429 Mg 3529 T-6" (9011) PRECAST 506 742ti 1154 ' 155 21" 2567 2058 506 898 1564 1765 2166 2567 M68 9'-8" (116") PRECAST 395 468 804 n I 1540 1BS9 2180 395 560 1072 1366 1/ 01 20IS 1 ?J31 THE NUhIBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRACE 40 FIELD ADDED RERAR. SEE GENERAL NOTE NO. 4 SEE SAFE [AML LOAD TABLES FOR LOM RATING 8F32 BF28 .te FOR EACH AOBIIIOnFjA.. CIN e" REINFORCED (RCMU) FULLCOURSE PR0DUC7' IdHNawEp - m ror"WY1.9 veilh th. Alorida R5 REBAR 0 or GR60 8u 4, U COdo ' Acs+ ptuua• No 6 0I ui. nJo' ; TYPE DESIGNATION D IIROF UIROFffF EMIY imilluo BF16-1 B/1j7 ROM Y4U1Hi -] I-•'WAtl1RY orF5 ROLIWAL HOGIO MW AT TUP 13 REENt AT TOP U14. ( 1) REA'0 1- Ile cum C.IA U. ORoIIr f 15 RNA AT DOTT00 PRODUCT of LIMEL MAIM 6omm REfmmo ItCVIuGD N 2C a3 cam I7-B 0' ACNA PF()'4X0 III UIOEL 4AmE9) Vy"%uiI"" Ar Fputtling Cud. F:nrid; 0 RgWWlky VIDPI Laai llart r due CRAIG PARRINO 6324 OR 579 SEFFNIER, FL 33584 FL. P. E UC. ND. a475 PRODllCF1lF3YI68U ca,npl}dmyn')0116a Floridn Ouilding C.t,dp Aroeptyle¢ Nn 1 oZ volnNlon Db1o.y y" aIatrriCP1[!Y G t r . • 4[el , 7ir/69fiT t! C'F'11f:77 "' S 71"l*t4':c 11' ¢'c. •Ik7N rd•"7.f:r617C9fA; eYfZYL4R ' . 1/n\ nFY• ylbiYleT9 J c a.a,Ih. r.r.. rw rrrrr M I A,MDADE MIAMI-DA)EW, COUNTY PRODUCT CVNTROI, SECTION DEPARTMENT OF REGULATORY AND ECONON111C RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DTVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/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) 4", 6" & 12" Iligh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and. Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. 11f NOA No. 17-0821.18 MIAMFpAti OU"" v ju Expiration Date: 09/11/2018 lWaffma iJ Approval Date: 09/28/2017 09 2917,11-7 Pagel r Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Dmving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, RE., dated Mach 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 91 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E, B. TESTS I. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specinnens, perASTjlfE-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P,-E. D. MATE, RIAT, CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 5Welmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.1.2 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 Dral'Ong No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables`; sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated tYlarch 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 SUBII4ITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. r C-Tfefiriy 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 914-0903.03 A. DRAWINGS 1. Drcm,ing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of I, dated 03124103 and Drawing No, LT4612, titled "Cast. -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C, CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.20.1 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 Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Letter from Cast -Crete U&I, 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 L None. B. TESTS 1, None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. Ry Miami -Dade Cotmty Department of Regulatory andEconornic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. f A N Elelmy 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 r HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "B" TYPE "A"_STIRF 5" "C" PACING G5SPACING 0 OM STEEL E G 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL ta' 9RFCA<7 U-IILIffL ,PR CA =2' RFt'rcc nnnR V-LIHTCL 6" Pc[Clti 11-LIXi t" SOl O IiNTEL B' 4 1 B 1 3 4']$ t6' 6 I/4' 1'j 16'1 3/4" 3 6 1 2 1 2 8 A' ° 4 ai['ttAGG M St%IgM1LO TIlSE'i rlNFRDK T/uv IAR m vK aS r/uv u awurn 10 riwRUYs Met n N'rxniD N E4T(ttKG f t:' 10nro NciM N Ai 141[W1R lcn 4Pl n I` Y 3 e3U41 41A; 14,1 B•/ STIRAVGSTMi i1RAYP'• nm q a T' I t 3/4' Z PR 7/16 cn"GtIN nrr6tlt A" 50 I IN EL D°PHE AST U f2' PRE A<T w/ 2" Rrj.,r,5 U-LLNTEL A 1[11HT 4" SOLID LINTEL DATA TA9LE 0[6Ar7.AAn a® iAlR1•:I]IlA:1 a" PPFCAST It-[ 1147Fi. DATA TABLE 02M i vm lmno Eaarr o l v rma`s rs>s>rm:a.o rvml¢Ya m r i[El 3:Bt3 ilEf77S1[3i iH:pl17[Fi7tFFEa i[At)fii!LFl iJaMi>aSAVMW mm Qe lrser>airaa aratsicaaltc r 06[:7 iG.[ iRSQf•9 iI 37`.4liS a6Mwm.w tFFSf1 123ttgfdl aKnum gGy RIlJ.M1iOiflQli[£5}7[:L tF1 iF4S9[ tFLLiiSi 0 7<30 f115w1 i IBM0 19" PPFCAST 11-1INTFI DATA TABLE S.[Of3 ilII'•J.'11JIILi7C*ul:6r cam PIN aLou r t89 Rati[lltFi t:3Q1ti. E;it9l]iEE3f 6 fl:A'1RYSI9iFlJ#L!7tL7 t 6sWmcsu a KF'IS9[3Fi'lEEi7fJ714LNilmCii mers omis a 9 3ifiF f>E331T+7¢iCii DCiMpQ§I iflCSi it»fFI347S71F/1 i lacam fOCSi E3Q71t[! mm 49" DDrracT W/ 9" PFCFSS DOOR LJ-UNTEL'DATA TABLE 4:t,N:aLS43 klai/ Jt.•1\: ©i"7-W:IRiJ6 Srt=L 7 lII m111 sley6rnrNXIMIlr Imam I MUMBrr• •. •, .•t v EMOMfJC111F77ifA11r:: Is7a51iAad1[W-IfliT,9ilai[['$OfTA7.11EIT 1TE{A rimamm ayii rwEC3i L7BKMffmi:1tr3'1'1•ri:ii'L+:R 7fY AALiaE mJaGliclGsl:Pi:7i2eDs rt2Rat.1• a. CSil i[Esll r,.:Ie rca I l'3 F O 1{p/EM BER ROOF iH15 Pp0 RIRARY INFDAYVIOII 1^+ PROMD[D FDA PRODUCT M ROYAL, IBTI AGTECfEO in' COPYIUONI IAWB ANO W4110i BE REPRGDULEG Oq DIJ[RUNTEG M r,N,n THE PRIDE YJMMM CONSUIT COO-CYEFE USA, ING, I. N11MV01G STEM 7/32 R4A ASTN A61Q1 13. N, N:D /3 REIIN A, siNPIING STAF]IDMt G AHD tE IHCN NN4E15 " 2DG0 PSI QNADE . MI4 .16 6. NDT[t TNC IOT.0 K9O[R O! S'tIRRVIi N[Qt)p[D ARC CWNIFD 6TAAIMG 7. CYHDRETE $ KWTHRt I'o r FGGD I31 m ALL a OYJI AND 4E INCH FAW EAOH FND OP 1HE RBHMRGHO MGP TQA ISANPIf - KD. Gi FAECES! 4 wN . rs - 3DGQ fEI FDR A IN", EIMACT sNRVP3 " 4, MW = AUNFGRaW CAGE FAIIMMIDN NDGIl MM 1 6GRG11 — SHALL 6E GUT 6ACR M2 IN" 70 FC ILVSH WITH [LIDS R BIIm— FAON ucH CNG. ON D AND ID INm F1NRl9 In "I'm0 FNON FMN. 1G YAR, PRODUCT RrVIED eA C Y.P`• .••• n ns eumplylnp :vilF. fitD Fbli G . E ' p'e >sGnajn9 cDaD kcc4pfaTcc NDi O$Z/. %8 PxOOUCT'Rbvtsnn Pxyl Gun liNi.-, grwmplyinl>rfll: it+a FlodJa 0. 4 i% pISlding C"H• O o3 03 u t Cun; , lWW%=:oG Unlo ocj 2,0 S T OF UR J4 CG24CR57190 AcE'"'cnoi{ roSS/ d....'PARRSEFFNER, FL 33584 NAL tiluVd` 9 FL. P.E.LIC•N0.44756 I PRECAST AND PRESTRESSED LINTEL DETAILS lU MANE• BB$UB4- OMWrI BY: JOIWI MOOD BCU AS JHPBN OATEt 3/ 24,03 CNECKFD BYI CBNG PAVMO. P.I. 02AWWW F04612 $AETTI 1 OF GENERA- NOTES I) Alotedalx f e 4' precanl Rnted - 3000 psl I'a 6' k 12' pp Del Rote! = 6000 ps7 1'c groat - 3/qo psi wi h ximum d/8 innh aggregalo toncrele mosomy un0e qt ppeer , C90 \nth mkirnum net o m camp—N..Lcngl - 1900 psl rebar per ASTM A&15 Gmde 60 mortar per AS11d C270 type N or S 2) AR cote load Iobies based art minimum 4 Inch nominal bearfnp. ExcevVon: Sole foods for !'mlel ryrynn 6U8, 12U8 and 12AU6 ant bo reduced by 2d'!. if bvarfng length Is kss than 6 1/2 Inchon, 3) P,.Wde lull molar bad and hod joinle. 4) The number in parenlhaals Indic -lee the p-1 reduction for 9mdo 40 fold added rebor. F.xo.o.e 1T-44' UnWl 12F24-29 cola ymany toad - 1428pg w/ 14R redacpan `1 1426 (,88) .+ 1228 pll 5) All f,ntele meet or exceed L/360 dellectfap. Fxs¢LLgav Unlot typed s k 198 17 -4' & longer meets ar ."M L/160 detlectfon, Use b Iilnlled to *rQans mealel the R.M. 9uDJing Code Sacllan I6MAI nx appll.1. 6) Snore filled tinlcls as required. 7) 4' solid hotels to ba iratalled w/ 4• dimansion horizontal and 8' dimension muco. 8) Indallntlon/olbdtmeat of Itnld must comply wilh the archilaclurol and/a sWcung dacomaMs. 9) The design, may evalvala cancetAraled loads from the safe load tablee by kolopn9 the maeimum ...;xUM mament and eh... at d-away from (be foes of support, 2) ccomotdok v.Ji.l ral ranf-lraj ana9 -Inq' bog notches of Iha Dods to 13) The exl.dar .*ae of lintel. inclalld In eeladar concrete mtgonry wa41..h.11 hare o tarbng of stucco opplkd In -,inc. wnh ASTId C-026 or other oppmeed coaling. 14) Well loaded eimupan—* with verticcl fg.ariH or vpl;ll) and hot Dotal olcrd) loads should bo checked for the combine I ng willtho following equat Applied -Ucal load Apptled hul—kol to. i 0Soleverticalbad4 $of. hadaonlot food 5 15) For ca .p.it. linlal hafghle ook shown, use safe load from next loner h.ighl shown. IE) Fa Ilnlel lenplh. not shorn. '*a. sofa load from neat longasl Iangll, shown. 17) Safe foods at* superimposed aAonabk load. 18) Safe foods boxed on rogonoi deign analyale pee ACI 5M1 and ACI 718. 19) Addilfanal lateral load capadly can be abl.bd Dy the desr by p uMng addRl—1ralnforodcanaratemasonryvnHs (RCIM) above Cha lipid. She eketeh beloel M. SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONALt 1i•;:; t.,.• REINFORCED CIAU (RCMU) RILL COURSE 0) 15 REM FOR 6" LINTELS Y CCR TYP 2) g5 REflWt FOR 12" UNTELS CR40 or GROG SAFE LOADS FOR 4" SOLID LINTELS 44---ffm GRAVITY TYPE LENGTH 4S8 S-6" (42") PRECAST 1180 4'-0" (48") PRECAST 959 4'-6" (54') PRECAST 789 5'-1V(70") PRECAST 450 6'-6" (78") PRECAST 360 7'-G" (90') PRECAST 260 9'-4" (112") PRECAST 156 10'-6"(126") PRECAST 116 M8 eIC-4-cm UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (42°) PRECAST 687 371 4'-0' (4) PRECAST 597 320 4'-6' (54') PRECAST 529 258 5'-10'(70") PRECAST 407 148 6'-6" (78") PRECAST 366 118 T-6" (901 PRECAST 280 87 9'-4" (112') PRECAST 187 55 10'-6" (126") PRECAST 152 43 12F8 12F12 12F16 IC) N.R. - Hat Rated -• r' I •'.: ' ' ':,: Y ..y o 11) Wlom Nald added mbar to be totaled al the bottom of the lintel covTy, PRODUCTRHVISGD 6Dg 8F6 6F12 6F16 rs complyin8 with the Florid: i ;7r .; Bui)ding Cale Aacspla:me NoL7_o$L/g Expi five Dale,yLQ / It rl8 c gy":.•" f 3-.::SO• O O TYPE DESIGNATION fff r - tuw xsm .sous / n . may.ro [i5' py Al. t nteol e'' - ' j,C, ,) •'x' r 'o 12F16-2nW a 8/ 2T naxuRIW4N7C4 .+•- ,,= `: li ••hr- ,.' 4•.; It (I) ecw,sn mt Ia•,mens • s •i O I wx;Ko tart 0• of" ?• 1•: .' :,- 458 DI S' 12F28 12F24 12F20 mx ; ai;`, samwNlm w ':, 13."": is110Df1CT R2?'IISI i)> LnDlaFwuoraw,:•mmtxViz' F •- ' r - mavmpL}a,L arha,ap)a,•fd, u sswwmrawOr ,rums:Sy: [,•'.'. snow wmaawaa '': "' b' Building Cada Pwoda.o n tors d^0'. F ' + Acocphlnco Na 4• - v o' . , 7 11 S8- AMAL f.,.\a>s) • . •: +:• .• r p •, , %: •(r.,'CRAIGPARR3N0 ilrolnen lJWa 4e i 12' HOAUtU1MOTH ^* • • < 0 R 1 O . • : 6324 CR 579 BY 6F32 6F286F246F20FLPELER FLIC.N0344756 RSid y' " a H M B = F TLE CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Sm vamsr a ram,;,,, « - . fill lux: DDSUBS-i4 QPAWH Ay: ARAN MIUUD SCALE: US. t« -AG. w yj+jy " DALE: 7/24/83 CHMED BY. WR PAR MO, PS, - REG. NO, 4056 DRAYNNS: H0. L14612 SHEET I Of 5 SAFE GRAVITY LOADS FOR G" PRECAST U"LINTELS SAFE LATERAL LOADS FOR 6" PRECAST U•LINTELS 6aez1 4aarsl SAFE LOAD POUNDS PER LINEAR FOOT cigemeg4M SAFE LOAD PLF TYPE LENGTH 6U6 6FB-1B 6FI2-18ISNO-IB 6F20-1B W24-18 5F28-1B 6F32-1B LENGTH APE 6U8 6F'8 RCMU S- 6" (42") PRECAST 2332 2b75 3B92 5050 6148 7227 8297 9357 3'-6" (42") PRECAST 587 1055 596 4' 4" (48") PRECAST 2025 2313 3892 5050 5148 7227 8297• 9357 4'-C' (48") PRECAST 487 787 445 4'- 6' (54' PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 416 609 344 5'- 10" (70") PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 5'-10' (70'7 PRECAST 300 350 198 6'- 6" (78") PRECAST 949 1078 1831 2850 4328 b737 8297 9357' 6'-6" (78") PRECAST 263 496 157 7'- 6" (90") PRECAST 779 853 1459 2188 3151 4524 6654 9357 7'-6" (90") PRECAST 222 367 116 9'- 4" (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 9'-4" (112') PRECAST 173 352 74 PRECAST 503 566 895 1270 1705 2235 2893 3747 10'-6"(128") PRECAST 151 276 58 PRECAST 457 513 805 l 133 1507 1952 2492 3163 11'-4' (136") PRECAST 139 311 49 12'- 0"(144'7 PRECAST 425 477 744 1042 1377 1 1769 2238 2808 12'-0"(144") PRECAST 131 277 44 PRECAST 373 417 646 895 1170 1485 1 1852 2285 13'-4'(160') PRECAST 117 223 35 14'- 0"(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 20 794 985 1198 1 1437 17'-4'(208") PRESTRESSED N.R. 130 21 j)) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE GENERAL NOTE )8 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4- SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6f8-IT 6F12-17 6F16-1T 0F20-17 6F24-1T SF28-IT 6F32-IT 3'- 6" (42") PRECAST 1412 2074 1 2715 3356 3997 4638 5279 4'- 0" (48") PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 6" (54") PRECAST 1083 1592 2084 2577 3069 3552 4055 5'- 10"(70") PRECAST 831 1222 1600 1979 2357 2738 3114 6'- 6" (7B") PRECAST 723 1097 143711) 1777 2117 2457 2797 7'- 6" (90") PRECAST 648 863(n) 12499,1 15441)1 184019 2135 m 2431 N 9'- 4" (112-) PRECAST 575 5711,r1 980or, 1252 1492( 17321 1972 10'- 6"(126") PRECAST 514 462on 7871 11211 133 s 15511n 1765 PRECAST 474 404n) 685 985 " 1213 1442 16451 IT- O" (144") PRECAST 454 387 :0 619 888 1093 1299 1505 m 13'- 4'(160') PRECAST 402 3081 515 736 905 1076 1247 14'- 0'(168") PRECAST 3681 2B514 475 a 677 832 989 1145(,) 17'- 4' (208' PRECAST 253 208 1 3331a 476 1A 585 693 803 f}) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PrccUUcr: v4sED a. wmplying wilt U:c FlGdda guild;-. Cask aac rlancc7Eo Z— 0 2/.1B i Ii;n Date trc"rvi NL`:amD "' »ducl Cm,trul PA Cl'•'••• EN"p ,O e 44 '. ; ndobucrrtuvlseD 71d1f1 1}c nu w11h ILO rl"'id, h0Codoopt2; T F ! •••• AcapT' c Dyad' 03.Uj jjJJZ / Pq ylrionUq. a ,K);•;c( e CRAIGPARRINOYf{/ 0 6824OR579 M4n aw SEE GENERAL NOTES - SHEET 1 OF 3 °0+°S/1 A`SBf ER, FL335M L. P.E. 1lC N0.44758 o e MEAGER OF 1. .: 3 t tT; n' R CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES O 3 11 OB RLE }fAli : CBSUA6- 11 OPAWH 0Y, IONAR ARNAUO SCALE1 N.T.S. MICFJGENERAL REM1214 GATE: 3/24/03 CIIECKEO BTI MC PFRRIRO, P.E. - REG, NO, 44756 W00:80. LT4612 S1#ET 2 OF 3 0 f SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS Caaioare SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F8-29 12F12-28 12F16-20 12f20-20 12F24.28 12F28-28 12F32-28 3'-6" (42') PRECAST 3428 5000 5838 7619 9352 HOW 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54') PRECAST 2395 3464 5304 7619 9352 1f060 12755 14438 V-10"(70') PRECAST 1612 2320 3218 5234 8487 11060 12755 14431" 6'-6" (78") PRECAST 1383 1986 2679 4196 6421 10032 12755 14431)n T-6" (90") PRECAST 1138 1626 2131 3218 4676 1 $756 9763 13524 9'-4" (112") PRECAST 795 1216 1535 2230 3083 1 4167 5593 75524 10'-6"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 563E PRECAST 518 945 1162 1649 2216 2693 3719 4746 12'-0"(144") PRECAST 456 878 1073 1513 2020 2617 3333 42081 PRECAST 359 767 to 926 24 1709 2188 2743 1IS-4"(160") 14'-0"(166") PRECAST 321 7201, 865 1204 1584 2017 2451 3106, 17'-4" (208') PRECAST N.R. 4511, 631 ,, 887 115 11411„ 1428D, 1750,, 21024 19'-4"(232')PRECAST N.R. 3434, 4771i 7000 9251 11521n 1380I 16091 SAFE LATERAL LOADS K(1R 49- 13I717I:CRT 11.1 IMTFI R SA LOAD PLF LENGTH TYPE 12UB 12F8 RCMU 3'-6" (42") PRECAST 1295 4841 393 4'-0" (48") PRECAST 1295 4841 2994„ 4'-6" (54") PRECAST 1049 3922 241 7,,,, 5'-10"(70-) PRECAST 681 2547 155 , 6'-6" (78") PRECAST 579 2167 1234,4 7'-8- (90") PRECAST 474 1771 914,„I 9'4" (112") PRECAST 355 1326 580i 1 10'-6"(126") PRECAST 306 1143 454p4 1 l'-4" (136") PRECAST 278 10411 38804 12'-0"(144") PRECAST 260 971 345p4 13'-4" (160') PRECAST 229 857 278 14'-0"(I68") PRECAST 216 809 251, 17'-4" (208') PRESTRESSED N.R. 6330, 162 4 19'-4"(232") PRESTRESSED N.R. 534, 1301 1HE NUMBERS IN PARENMEStS ME MOW REDJCi1W1S FOR 3e[ "uv- nut[ 10 OWE 40 FIELD ADDED REM. SEE CENER& NOIE NO, 4 SAFE! LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 12" PRPCAST.12" RECESS DOOR U•LINTELS i-ioa9ro SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 0116 12RFG-20 12RF10-2 12FFl4-2 12RTI8-2 12F422- 12RF28-2 12RF.W-2 4'-e (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54") PRECAST 2319 2740 5468 7584 9640 1IM9 13579 1567E 5'-8- (66") PRECAST 1347 1841 3555 6395 9640 11669 13679 1587%, V-10" (70") PRECAST 1259 1758 3361 5954 9358 11669 13679 15679,R 6'-8" (80") PRECAST 924 1430 2633 4415 57„ 1480L(y T-6" (90") PRECAST 703 1203 2157 3494 llz+-170t 623 113N 9'-8" (116") PRECAST 389 843 1451 D 2157 63801 c---t 01"''b SAFELOAD PLF LENGTH TYPE 12RU 12RF6 RCM U 4'-4' (52") PRECAST 1295 3592 258,4 4'4", (54") PRECAST 1213 3458 2417 5'-8" (68") PRECAST 784 2236 1650 5'-10"(70") PRECAST 747 2129 1552U4 V-8" (80') PRECAST 602 1716 7CLm 7'-6" (90') PRECAST 504 1438 914M 9'-8" (1 I6") PRECAST 355 1011t 5 9" SAFE UPLIFT LOADS FOR 12" PRECAST U-L(NTELS 4 v SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F6-21 12F12-2T 121`164T 12F20-2T 12F24-1112F28-2112F32-2T Y-6" (42') PRECAST 2752 1,287 1 5613 6938 8254 95B9 10915 4'-0" (48") PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' (54") PRECAST 2113 3291 4310 5328 5347 7365 8384 5-10"(70") PRECAST 1623 2527 3310 4092 4875 5653 6441 6'-6" (78") PRECAST 1444 2269„ 297E 3575 4378 5081 5784 7-6" (90") PRECAST 12671i 17670,1 258360 31941, 3806, 441714 5028t, 9'-4- (112-) PRECAST 1028p 1171, 20061 2590P, 3087(, 3553t, 4079ro 10'-6-(1261 PRECAST 920 p 9471 15121 2281P, 2764(A 320901 3653,, 11'-4-(136') PRECAST 858 D, 829 „ 14041E 19821 24411 29021 3364,v 12'-0"(144") PRECAST 8141 7531„, 1269,, 1788p, 2201L 2616 30321 13'-4"(16D") PRECAST 6781, 6331„ 10571 1485W 18251 2169a 2573 14'-0-(168') PRECAST 622L, 586, 974 136519 1679D 19930, 2309D, 17'-4" (208") PRECAST 4341 427 695 D 964 p 11821 14021 1623 19'-4"(232") PRECAST 3661 370I'D 5936, 8171 10021, 1187D 1372R f) THE NUMBERS IN PAREMNESIS ARE PERCENT REOUDTIORS FOR GRADE 40 FIELD ADDED REW. SEE GENERAL ROTE RD. 4 SAFE UPLIFT LOADS FOR 12" PRECASTw/ 2" RECESS DOOR U-LINTELS 4 igmt io4re. SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 120-21' 12Rf10-2212RF14-2I12RF16-2I12AF22-2112RF26-2112RF30-2 4'-e (52") PRECAST 1626 2685 3746 4806 5857 6928 7989 - 4'-6- (54") PRECAST 1558 2582 3602 4623 5043 6064 7684 5'-8" (68') PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10"(70') PRECAST 1173 1984 2769 3553 4335 5123 5908 6'-8- (80-) PRECAST 10201 1538 2426, 3114 3B02 4489 5177 - 7'4' (90') PRECAST 9041v 1226p 21631iD 2776 3390 4003 , 46174 9,p8" (176') PRECAST 703 D, 771 n 147204 218i1n 2663 3145 36281 THE NUMBERS IN PAR911HEStS PRE PERCENT REOUCRWMS FOR - J[t ti[rv[rcn[ nV tL 10 F> NUMBERS IN RMINMESIS ARE PERCENT REOOCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 PRODUCT s G • • ENS, 40 FIELD ADDED RMAR. SEE GENERAL NOTE NO, 4 A5' nlp1 REVTS6D H Yviih thu Fl°nda .447 6 R0nUcrl417vtsw AceeptTnec D10 _ o `%P •• •• n ax plyft with Oro PI"ride iAdldin$ C.J. piralion Daw,y g T E F C Lre dl-Pi Dot¢ ° °S q CRAIG PARRINOO •• m 7r f 1MiQiaad°l t-ontrcl 8 + ao t ." R'l ' •C` 6324CR579 r1+` SEI=FIVEIA,PL 33584 SEE GENERAL NOTES -SHEET 1 OF 3 .,JNA; F{.P.E'lilC:tit0S35848 40 or REVISION D 0 7mE.CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESJGENEEREYI5109ROSMEMBEROF ME CHANGE 3 12 14 .".... r;rw ar y GENCRAL REVISIONFlLE HALL OBSUB7-Il Dp/.NN BY: JDHMt ARRAVO SCAIE: N.iS. a'k ,ra r&,'t,., rCy,_,yj- DAtf; 3/" Di CNECI(ED BY. CRAJG PARRfND, P.E. - REC. ND. 4p5a DRA"O NO, LT4/12 SREE1 S OF 4 aMl'r%QaE NITAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33I75-2474 T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.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 AM may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance, if it is determined. by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated rune 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 _N0A will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above, The submitted documentation was reviewed by e my A. Malcar, P.E., M.S. NOA No. 17-0821.19 MIAMI DAD E COUNTY Expiration -Date: 05/21/2022 by 1Za/ Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.F,., dated 06107196, revision Al dated 11108196, sheet 1 of 1, and Drmiing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 297028, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #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-M19614 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. Hill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-1L119805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for 94 rebar- by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 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-I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. .Mill Certified Inspection Report #,44-M20749 dated 04105196for• 0 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine -lade Precast Lintels dated 05114196, 13. Quality Control-lanual 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], prepared by Craig Parrino, P. E., dated June 7, 1996, revision 0 dated January 28, 2003, and Drawing No, LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on, flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS; 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast-Crete-lachine 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.17-0821.1.9 Expiration Date: 05121/2022 Approval Date: 09/28/2017 G-2 Cast Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 406-0222.0I A. DRAWINGS 1. .Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, RE„ dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1_ Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 1llliami-Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Editions. 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 #I2-0209.I3 A. DRAWINGS L Drawing No. FD8, titled "Cast -Crete 81'Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision elated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I4-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Augacst 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ,ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition, 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.1.9 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 (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. 13 clmy 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-6 j •1 HIGH STRENGTH PRECAST PRAND ESTRESSED CONCRETE LINTELS PRODUCTRrilmWED PRQDUCI' REV ISGU m eoteplying+vilh th- Flaridl as complying wild IhO Flnrid:+ BDildots Cadr Buildi. lg Cod. _ Acccpteum NIOL -p1z6 AC- pto;m No 9r i9 Bkpi lion DRID H: cpimiunDalcRs 2 B1' ii! AARODN Q I ortyut u . PRODUCT H.SN£WY Do ODmpfyil,gwith tim B. 6din6 Code lonxhl0__L A. LkpUPn QOU%, By it f Q" PNECQgT W! 2 AEC[^ DOOR -lU Illi[L B" PRECA^_Y U-LINTEL R_PRRSIRE"SEp U EIHTEL __ 7/ 32t10 BAR STMUP5 UBAR SYPE "8" STIRRUPS v M STIRRUP FAILS LRUP j TAILS zcxEE+ w1.jt, R" PRFSTRFSSED U—LINTEL DATA_'T YO aIIEWFLi011 Ar"- SPACINGiW E17WICL 14-6 4 n 3 -D0.14061732DAR5-3 32 BAR t5-2 403-20,15863031BARS32BAR17-2 4 D S'-8" e 4 0.1't 713 7 32 B R t -3" 7 2 0A 9- 4 0 A -2" 9 21'- 4" 0.184 787 7 12 BA S -D 12 OAR 2l'-2" 5 0 3'-9 S/4" 10 22'- 0" 0.200 815 J 32 BAR 1 -3 10 -0 7/32 BAR III'-1D' 5 0 3'f 0 3 /0 10 O, ZS9 0g3 7 31 BAR TT 5-0 7/12 BAR 23'-5 D" B D 4'-3 1/8' f0 R" PRFCAST W/ 2" RECESS DOOR U—LINTEL DATA TABLE L.' lili.l.:l ii(1[iU{1f1 17•tIS 61 i l iFlr4i 1'11F7 f KUM" nR t7n MIN r1mrM:,[. flC zf,r t T.'Ct7irlFla r'Ia I L'I'J.li i 1'22s.,,. L'IG7i tarc7 ur 1vYYY' W.+ rRtnu.+k LL'J.E It[ rta[_rcaua'.wrf:!.w+r e am G rrs M W SEtwfJ xu. lo— UIC - 1fL' A' 6NA0lL 0 . {• isa xuxle tfry<u ....FCAn LINTPL REINFORCIHO CAGE FABRICAT1pN MOpE6 a• Nn Pflx+a YXIAS O` I7Tf?'A'sNAYt! ttfR'A' 'tU 'J1x v nm1E - rR cmc lrtdn 2z-'j. 1S r IDA pREg7RE9S6p Llh El RElhFORCIha CA^E FABRIOATION MOD 1 PPVClAlZT 11-1 iNTF1 DATA TABLE Wy1 Ji"AA 7%1110l R t'n•^'.1'"' l'sDA::lYCA1'>!B/.CG':G'2R®©(.li>• taQ11i liiSf lRLI© V EI i[I I I r r a r ra rv gor m' nrrafmstc sav a ar va w r a e>:7rrra v a a mCil f i6 lYraY:19L1ii If6JG9Y I M Elm mill@I1<< 1'l Fn''ti1'ti iliE 3'i FSmIIO THIS PROPRIETARY IHFCRRAIIDN A TROVIDED FOR PRo0V0T ABPROYAL. IT w PROTECTED BY COPTRICHT SAVES ANC CANIIOT BE RaRDOWEII On OC MDUTED YIITMUVI THE PRIOR WRITER CONSCEIT OF CAV-01ICTE USA. INC. al Ism- j AUOFDRCDiO F— Sr,,, ]/ 22OAR ARTIE A3101 13, p4, 5, HOIEr IRE TOTAL AWED OF STUtRVFS ARD r9 RMAR OWE 50 ASIR AE151 T/It RICH BEoUIREC IS COUNTED SEARTIHO WX EACH DUCT E 27001 MI-REIJ.TA710K FRESTRESS10 LND Of IRE AERIKRORIC OAOE{ FOR C%ALIf1e 9R1AHD WEI A41e• - No. OE S11.11. a L. THEIR ]ME REEVFOREINO CAVE MODEL ] NOVA 1 STIABEt4 2, CONCRETE SIRENDUiS1 t'e = te00 ?1 fOA EE FADN EACH M. RECAST SEO {OIIEAr V.S. + 4R00 P31 (OA ALL 2A rou"cs OF POLYPROPY uc rieca; PER PRECAST B R JOE= .. CU. YP. OF CONCRETE HAT DC USCD RE UEV INITIAL PRESIALBS fUIICE o 070 k 1P". OF PRESTSESSfD UNTIL AEIhMCIIIO CAGE 4 SSR1/PpiO SiRfNPLW PRESIRESSW 10 RE9Sf URINt AND HA11DUIIR ITIRCES. ENS' rRDDucracvlsliD ENS' rRDDucracvlsliD 2VDh1R1ePSorldaM UdU gCUD111NId'urT oUS4 A of LED.cPlI, Wg11 GOf1UAtR DcZnl6CRAtQ PARRINO py J 324CR578 K,IDAIIUeda E rt¢u5 SEFFNER,FL33504_ pS Uf JAB N4ti.` FLP.E,LTC.N0.447518 CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR a,, PRECAST R PRESTRESSED U•LINTELS SAFE LATERAL LOADS 8"PRECAST A4 PRESTRESSED FOR U•LINTELS SAFEllPLtPTLOADSPbRD"PRECA9T&PiiESTRESSEQU-LRJTELS 61SP•ltDiv SAFE LOAD -POUNDS PER LINEAR FOOT 4 4g5cy+M AGM' FF SAFE LOAD PLF lgS,Y"444FI'fi F SAFE LOAD - p0UNQ5 PER LINEAR FOOT TYPE SUB efH-De BFB 1H eFt2-De BFI2-iB oese-D6 aFtfl-78 eFzo DB aF70 )B DF2a o5 6PE4 IB BExa °e aFEe 18 BF32 oe F32-in APE LENGTH aU8r8F8RCMU TypE LENGTH aFn-n 8F8-2i at)2-D ef12-T7 BF 1r 8FI6 21 BE20-fT HF20-ZT OF24-li 6f24-2T fif28-fi 8f2a-Zf eF32- 1TLENGTH8F32- 2T3a9J7193'-8" (42") PRECAST 3568 2E55 52+ 4394 5253 6P2 7001 3'-G' (42')' PRECAST 1025 1598 3'-8" (42") PRECAST 2231 S1fiJ fi607aD54 9502 IOBS( 16M 205 3524 4304 5263 6132 7001 5069 4605 sttJ 7s47 s97a 1o3s4 I1a09 4'-0" (d0") PRECAST IJ03 2305 3050 3915 4570 5325 60794'-0' 4'-0" (48 PRECAST 76513Cs48") PRECAST 1966 2581 2751 3820 4890 5961 7034 8107 i3s7 23as 3060 3516 4570 53Z5 sD7a 289J 4605 61i3 7547 BB74 1oJ9a uaos 4'-6" ,(54j PRECAST 592 t073 4'-6" (64') PREGASC u07 zo4o nD7 337s 4oa3 4711 6779 4'-6" (54') PRECAST 1599 1469 2110 2011 3753 4576 6400 6n4 1207 2040 2701 3375 40+3 4711 5379 210 4315 6113 7547 0671 10294 11849 5'-4" (64') PRECAST t0I6 177'u 2278 26311 3399 3A61 4522 V-4" (0) PRECAST 411 411 7455'-4" (64°) PRECAST 1217 4349 14M 19Es 25S0 3123 3666 4248 1010 1715 22)5 283R 3399 3s61 4522. 180 3n9D 5365 7647 7342a 8733 , ialz7a 5-141' (7D") PRECAST 340 33 e616 5'-10"(70") PRECAST 909 1567 , 2 2595 3107A 3620 4133 5'-10" (70') PRECAST fOG2 1105 1173 1631 20BD 2344 30E9 3470 gee fse7 2080 2593 3107 3620 4133 1451 ze22 436D 7168 n 6036 , 71s1 , s3ze „ 6'-4i' (78') PRECAST T-6" (90') PRECAST 9'-4" (112') PRECAST 10'-6" 126" PRECAST 507 424 326 284 721 534 512 4-01 490 363 230 180 6'-3' (7B"} PRECAST T-6' (9D') PRECAST. 9'-4' (112") PRECAST 10'-6" 12b PRECAST H36 14D7a1 1 2329 , 2790 J251 3714 6'-6" (76') PRECAST T-6" (9D) PRECAST 9'-4" (I 12') PRECAST 6"(126`7 PRECAST 906 743 554 475 1236 2177 346D 3031 1 3707 4383 5061 e3s 727 1aD1 1065 , 1805 1624 a 2329 2025 a 2790 242E 3251 2827 371z 317E 7z36 1011 21n 1729 3a6o 2632 53s1 2205 1s3Bo JIM t079 4 3191 s62s, J685 10f1 H99 1729 1160 2661 1625 J898 256( 5b'81 3 886 8961 2616 s47zlm 3332 727 591 1224 708 n Isz+ 1135M 2oaE 1474 2420 1816 28z7J12 21671. 762 1243 890 1543 1247 2564 2093 3455 2777 4705 2103 9390 , 2636 591 862 575 1318 1043 1869 17S3 22946Y., f735011 639 695 1180 18H1372 175J 2055582643105215M2093278736434764()(570 17'-e(136) PRECAST PRECAST 14'-0"(I68') PRECAST 362 337 296 279 946 1390 1846 2423 3@7 4006 11'-4" 136" P RECAST 0"(144') PRECAST PRECAST 14'-0" 160" PRECAST 26C 244 217 205 452 402 324 293 150, 137 110 100 G„) 11'-4" 13 PRECAST 12'-0 144) PRECASF 1'-4"(160') PkECASi 14'-0" 168" PRECAST 74 504 Son 1274 1513 a97 470 , 607 1042 , t1153 1643 1915M582135.9 u12'-0"(144') 945 B73 1J66 7254 1840 1684 2423 219J 317] 28D5 99085403552 540873125a 471 755 1075 1684219728us 1425 1838 2TI6 355212' 2BB3 47o 418 550ss9 380 9494D ro 607 n 15ssD 964 taten) 1143 1S2SPRECAST 471 424 765 70s 1D75 I002 429 1320 1038 1897 23f0 2127 2eeJt3'-4"(160") 263D d28 • 3B4 60 J,58 n 780 560550 141a 8B9809r 165 tt W54 1054 1887 n 1220 tAl a42 70D 1002 1326 1697 2127 2650 410 425 7063 1220 n 14'-8" 176" PRESTRESSED 15'-4'(164") PRESTRESSED N.R. N.R. 284 259 91 83 14 -D" (17V) PRESTRESSED 15'-4"(184) PRESTRESSED 279 334 al 620 672 025 " 978 1131 14'-6"(175' PRESTRESSED 15'-4'(184') PRESTRESSED N.R.( NR. HR NR RR NR HR BR NO 24B 711 395 3131;+ 863 486 a 960 627 1303 769 1516 911 1734 i 1054459 NR 7 3 NR 370 N8 1901 DR 22as NR 2s17 NR z712 NO aft 71D ma I133 2055 23z0 251s 230 368 016 903 1240 146D 1688, 17'-4"(208') PRESTRESSED N.R1 RR NR RR NR NR NR NR 1T-4"(208"} PRESTRESSED N.R. 194 64 n1T-4 (208') PRESTRESSED 1lV 217 , 405 621 638 n 758 873 aos 548 95D 1328 1609 teas 2017 191 306 fins . 7A..0 oH 1271 , T473 t 19'-d"(232"} PRESTRESS® N R• NR NR HR HR NR HR Na 19'-4"(232') PRESTRESSED N.R. 148 52 19'-4" t232") PRl3TRESSFD 162 229 3/0 447 647 747 235 420 750 1037 1282 1519 1766 I66 283 429 623 n 1050 1277 n PRESTRESSED21'-4" 256 N.R. 125 42 21'-4" 256') PRESTRESSED 142 204 0 301 560 N 6m " 21'-e(256') PRESTRFSSCC N.R. NR NR HR NR NR NR 1R uz 232 373 9os lose nIB34D5B88451114IJ59A08 22'-O" (264") PRESTRESSED N R• NR NR NR 22'-0"(26e) PRESTRESSED N,R• 116 40 22'-0' (264") PRESTRESSED 137 137 177 ps, 223 TB5 356 537 s46 u 630 04 P liK7 l2A7 13s9 29'-0"(23fl") PRESTRESSED N.R. 91 33 24'-0"(288") PRESTRESSED @9 170 n 267 482 , 587 1 24'-D"(2NS') PRESTRESSED N.R. HR NRNR 24 202 319 455 n we , 757 , W6 uo 45o 884 tOs2 222 RE ff} THE I9Uh(BERS D1 PARENTHESES ARE PERCENT REDUCTIONS FOR GRADE 40 a SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. (j) THf+4 b Sa e MES13 ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RR SEE GENERAL HCTE NO. 4 ON SHEET 3 OF 3. + b1 6A E GENERAL NOTE NO, 4 ON SHEET 3 OF 3 EA 2P.ODC•C: RE73EWED F'RDAUC7'RANRwFn •tiG. T- OCN G PKfJUUCi REVISED cr,yl3ingtiri:h the ?titi9dNAlyfne withOu Florid0 .° „%7/ I'RODULTRAY18gD n9 rumplyiuG ,vit6 the ll"ridu E3wldmg Code BCndv "'""- n9 conlplying,KO,Iiw IRoHda ' Building Cudc Ar=vDtai•e F10.%'o2, 2-j•/ Aettilrancn No7 o a . 0 13ulldi 9 tfonbatn n9 Cbdn Mmptanva No 0 2r•rq Cnul 'a^. L`atcQ•rx7zzj42.o22 - 2: of :-jC 3'r • _ Areep,nnco No a a Eayirumat f367a 022 AY /7 TE OF + .CRA16PARRINO TfO'NonD°1a 2 p" / i cdocl tt •= N i ; MID tt,r BS24CR679 l21" ' . oducCCunt;ol -,(. ,<R\O.•+ SEFFNER,FL336U4 add, f3'/ c1 °bores SEE GENERAL NOTES - SHEET 3 OF 3 ++ SS+ """ 4J FL. P.E. LIC• ND, 44766 ' NO BY FREVISION MTE C V 0 M 9 4TL 14µ144 a E49E1. OF a une CAST—CRETE 8" LINTEL FABRICATION DETAILS F }wwT- A„)w„pryg t``i ry FIIC NA1f(1 01151(-14 OlAYIf EY, CRJ,iE PA1EN0, F.E.- BCG. NO, 4a7S6 SCALE: 1IOT f0 SCUC W° h '-'iui o pA70 OB/01/96 CIECRCO Bt; CR.00 P49FIX0, P.L - REQ. K0. 44I56 CAM Nn. (OH SHILT 2 Of 3 c:A=- rRa1117V I nanc PnR R" PRECASTwl2" RECESS 00'ORU-LINTELS 4+aara SAFE: LOAD -POUNDS PER LINEARFOOT BRf6-00 8Ef11H0B ERF14-08 8RFI8-OB 88F71-(l8 witt-OB LMO-OB 8RFI8-1 ERF14-IH 8RFTR-lB BRF22-12 BRF28-IB MF30-18 3355 3280 4349 542f 6493 2667 013699 me 6039 8000 9479 W893ELE NGTflBAF6-18 qPRMAST1494 5B663 2991 3968 4246 5924 6904 I750 3699 5205 8638 8060 8475 1DB93 20 1770 1716 2277 2839 3402 39GO 1187 2481 45-17 6369 8060 R 7517 9311 t PRECAST 810 850 1653 1600 2124 2649 3174 3700 1113 2312 4242 G639la 6060 7402I VON 6'-8" (8D") PRECAST 797 got 1825 3110 6048 7747 9440 7360 901 1825 3t20 5048 1 7915 9479 139a 7'-6° (90°) PRECAST 669 755 T490 2489 3776 8743 7239 lteD 705 1490 2459 J776 5743 0996 1089 9'-8' (I IV) PRECAST 4N 466 049 1568 2253 3129 4091 3146 528 939 1508 2263 3129 4150 1 5691 SAFE LATERAL LOADS FOR e A CT..4— Ue tree nn nn I f.l WTFIR 1/ SAFE LOAD PLF LENGTH TYPE 8RU6 SRF6 RCM 4'4t (52") PRECAST 758 757 1 1164 4'-6e (54") PRECAST 694 693 1073 5'-V (68'•) PRECAST 408 407 655 5-10"(70") PRECAST 382 381 616 5 8" (80"} PRECAST 595 788 464 7'-8• (90') PRECAST 509 674 363 9'-e (06') PRECAST 370 490 214 fn THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL. NOTE 18 FIELD ADDED REDAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES 12) alb 5-I/2' Ioep aal e al tha ends to acomaddcAlrmlI) Halpddr vl cello nf oidnredq yrw0n9. I'c 0' pprr u t Gnl.1 • 4005 psl I'e prnlroased Mel EON pal Ib groat = 3000 pd rilh mo>imuaa d S Inch oggr lep 13) The .1.d r sodas of L'rlelr lW41ed in udcriur cancrule (no nry d ah0l Iwa o rmUny o1 SA.— applied in x 4.ned with /S19 fr926 or alhv approved wotfnq. can rate ma,aory °nil. (Clltl) per C90 7h m nim•m net ono c•.(A 've dluq@ I800 PalA5OA615GAS60 14) Unlds loaded amyllok d f. xilh v gmd m uafll} nd ba6eanld (1olerd) h° for the kadiry IM (oBaMLg a4uoll'orcDotpet Pr Ir, p dr.nd 70 Typ. A416 bode 270 Ww mbsollmol°Ilar pa AS1Al C270 Typa 1S or 5 bola abwld chw4sd rNa e1ifieamb'n AppUed rcd'¢ol lead Applied had'ontd toad l'4 2) AI W. trod loon band en minlmum k lash n 110 beofn9. Sofa r.Ual ia,d '} sole haimrWa d S factalivc Salo lood3 far i110 type BUB and 85U6 mwl be 1I kw&q UNU, to lass Won a} For campacU linid haiptl ml ah°un. "a safe bod from m*A b"er hdgbl 314xn adv°ed rwOY2h 161 Far fmlel length. not 0, !a. sal. load W. nail bnynt kNth shout. 3) PraW, tdl mrta h'd and Wd jalata. 17) Safe bad, as mpenmpaxd dtra'abla loads. 4) the nambar In p.renlhulz I3Am1n It. p-14.A „dau. for grade 40 No odd,d relmr. IB) SO. loads boned on ra6anbl-dwlyn gnatyis per ACI SJO and ACI 110 FYamule 7'-8' Ilnld 6F3T-1B sots ggtartly Iood = 6472 W 19) AddBalrol lolarol bod cappoly can Do abl° w Dy iho do Dy prer"q addSmd n/ 15. .dullioA +r 5412 (M) A501 pll g,rreinloreWconeretemasonryu4sQtQAU) obese n GnIcL Sao eUleh baton; 5) 41 IINa1s meal w ewuA'L7J60 delleel(ap, , Polo(( trn OFFBB 17-4 and l.0' meatsFueGllad: preolmn ar eaaeede L/1 dalHclian. 8d1dln9 pRODi)CT 1( '•t£Wi=OFrriiaUwle6miladtocohd'dWns mutinngg tha flood. Gala Sx6ans 1604.11 as .pplloblc m coanpiyin8 ili8i tba Budtdin3Ccxi. 5) 511om Red UnUls as rzgVred. Aieccptmue h'a11 O 2.2 ($ 7) dro 17 rp6or m Y b. u9heGlulod for Ua /5 rebus. 0) Ind Odl t comply pith the a N4,taral ir:iocl7JaWp( fly }A.p/( Pp ##( nn( r d• n' F'in-1500psi 11iaU.a/dlaahmaal of must andJa 3lrudvrvt documan4. Nirth'itd-doacC.zun1 i.. SEE S4FE WERAL LOAD 0) T. d.dyne( mry .vassals eane°n4aled laada from W, cafe load laDNa by We mpmenL ood ahmr al d-wmy !eo'm Lh TAITf}S FOR LOAD RATING FOR EACH ADO[BD ii. UUrnlvAaVn9mgamt.dls0ng I- of ev 1, e• . fiCEtU) FULL COURSE 4'ft0 10) RR, a IW Rated 11) Bottom field added robor to be lmofab at lhs boibm of the Valrl c.fdy. 1/2' CLR lYP 5• 2) (15 REOAR Ewla OR40 or CR 60 Ac_ 7 SAFE. UPLIFT LOADS FOR S" PRECAST wl 2" RECESS DOOR U-LINTELS 44asrA -am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRFS-1T SRF6-2( 6RFIO-1 8RF10- 8RF14-I BRF14-21 8RFI8-17 ORFIS-21 8AF22-1T em2-2T BRF75-IT 0RF26-2T RF30-11 8RF30-m 4°-4°. (52") PRECAST SOS 166E 2362 3056 3751 4445 5140 BD5 IS53 2362 W56 3751 4445 5140 4r-6" (54") PRECAST 867 1604 2272 a93° 3607 4215 4943 807 1604 7272 2939 3607 4275 4943 5°-B" (68°) PRECAST 675 1269 1797 23201, 2854 . 3382 39f1 875 1 1269 1797 2326 2854 3J82 3911 5°-10"(70°) PRECAST m 1207 , 1748 , 2259 I 2773 , 3286 0 2799 655 1233 IT48 22S9 1773 3966 2799 6 -B" (80°) PRECAST 570 829 ,, 1530 n 190D n 2429(, 2679 I 3320 570 TOED 1550 198D 2429 2879 3329 T-6 (90°). PRECAST 506 742 I 1364 " 17H6 2186 n 2667 a 2968 606 898 1364 R65 2166 2667 2968 9'-6" (116°} PRECAST 395 468 i 884 1222 1540 181. 2190 w 395 Soo 1072 1386 f701 2616 2331 J) THE RAIDERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REDAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION BU B 8F12 8 F P = ALEFO 4tt01 CFOUi / U UNAILED T1,1W1111Y OF (5 RECUA ATB31ra,1 OF MR CAYItt 8F16-1B/11T i' H010WL mill i Ij t-.'quA1f11IY m' is ROUVAL HEIGRf J REWR AT TOP frc JS REM AT TOP UIIl. (1) REVO 1-1/2' CLEAR e.A ,.. C.hiV. GROUT V. a • 15 REM AT 8011014 v• a'Y' • '' " • ' . OF um VAATY pt • 44t4 e • Gomm Rut"ACING 8F32 8 28 ++i i4 ,_ ., a O PRODUCT RCVISGD 79 • IGtUA. PRwIOm G4 Glad ' complying with the IY"pida s' bO1r0U1 N7611t O'ARGs} J E N 0, Su td4;g Cod" RENEWED D Ll- g Z&) 9 ado W pCtgAtt ^ • O• iM a iron Uaic,Qyt fyyL2 YRODUCrl2GYI8IIDStviththePl • a-y w mmldyins"'!01 fho VN,Naj7 Na /Ejnjp'1• ••'TE'-IIuX.,Y-.GLL" Aavcplmiro Nol isle 0 17ap •p a T GF,tmui Qad r cl Cmimil .Gr4ilrn11an U OZ f'/%J•d fQ f r''((• cRAI(4PARRINO J Olb ddoar Cftl aO iS'c+4' RID G' K/1n SEFFNER, Fl.599584 I.\I [tl la!•a.1:aa.wiwr¢c.n;.via-a - A. ' {:4T a oF • lTiliGTII111iC1:)DY ,yv aFAMCATION DETAILSMIiii:rrlts[4asI R 1 irn:Y r: Ofill e, l I:1Coi]i Iy1t:fi ICiGP. vY!/l.Tal qv-• " ' COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 DATE: April 04, 2018 BUILDING APPLICATION #: 18-10000338 ) Lx BUILDING PERMIT NUMBER: 18-10000338 UNIT ADDRESS: GREEN SWALLOW WAY 2625 17-20-31-502-0000-2400 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2625 GREEN WALLOW / LOT 240WYNDHAM / SWAYFRSERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF 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 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4,164.00 Job Address: 2625 Green Swallow Way Historic District Yes El No 0 Parcel ID: 17-20:-31-502-0000-2400 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install new HVAC with .duct work and venting. Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-7580 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip Lake Mary. FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company Address: Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 f:dition (2014) Florida (Building Code Revised:, June. X.2015 Permit Application NOTICE: fit 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 othergovernmental entities such as water management districts, state agencies, or federal. agencies. Acceptance of permit is verification that I will notify the owner ofthe property of tile 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 toyour 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. A' 1-4o 8/10/18 Signature ol*Oww/Agem. Date Signature ofContractor/Agent W, to Print Owner/Agnt's Nwne Signalum of'Notary-State of Florida Date Robert, Kulp Print Contractor/Agent'i Name a ow- Notary Public State of 1`1003 Sarai Rodriguez tie My commimlo, n—GG 147034 Expires 1101012021 Qwner/ Agent, is Personally Known to Me or Contractor/Agent is -XPersonally Known to Me or Produced ID Type of ID Produced ID. Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingF ElectricalF Mechanical PlumbingF] Gas F] Roof F] 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 n No F] W of Heads Fire Alarm Permit: Yes [-] No F1 APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised-, June A 2015 Permit Application WORK ORDER Job;#: 34680 Date: 1/26/2018 145973'ISubdivision I Phase. I Bld 1, L/U I Blk I BILL TO: Starlight Homes - AWH Lot / Sub: Wyndharn Preserve 1 1 12401 ADDRESS: Greenwood Blvd Ste 124 Job Address: 2625 Green Swallow Way CITY/STATE/ZIP: 1064 Lake Mary, FL 32746 City / State / Zip Sanford JFL 32773 Model/Blft, 1551 S Order Taken By: Equipment I Brand: Carrier 14 Seer Heat Purn R-41 0a Job Contact: S Woolwine. A/H-1 or Furnace FB4CNP0301L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date, Requested:: CU-1 CH14NBO,2400G CU-2 D8te'4equiried: T'Stat-. TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHIJ LocationPermitInformation: Efficiency 14.00 SEER ;/ 8.2 HSPF Efficiency MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg.. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat. Filter Base Filter Base AHIJ Location AHIJ Location Incl.bn Builders Permit: No Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty IEA1PullsPermit: Yes Builder calls inspection: Yes Zone Kit #1 ZD1 EAl calls inspection: No, Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6 Bypass, Damper #2 IZD7 PO Numbers Qty Yes No Qty. Yes No Grs. Stamped Sti. 12 x Flue Pipe: x GrsStamped Returns 6 x Filter Base x Grs.White S/A Adj. X Mery 8 Filter x Grs. R/A White Alum 1 x Air Cl. x Kit. Hood Duct: Elect. X Conc. Slab: Kit. Down Draft Duct: X Heat Recovery: x fan 80 cfm BFQ80 2 x Fresh Air: I x fan lite BFQF70 x Bath Exh, Duct: x I Dryer Vent: 1 x Special Instructions Or Comments - Accounting Department: Job Invoice Due Date: Estimated Estimated Task - Description Hours Cost, 1.54 19.40 Roughin 2,047.0003-Fabrication Labor 18.81 282,0804-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2,047.00 14-Kitchen Vent Trim 985.0002-Material/Tax 01-Equipmentjax 1.334.45 Permit 70.60 80.0009-Permit/Other 1.101 13.,87011 -0ellvery Labor 2.201 27.75 Total Contract: 4,164.00210-PUII Material Labor 11 2-Startup Labor 2.501 42.50 yy AHRI Certified Reference Number: 91623,05 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): FB4,CNP030L 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 Z 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 (9517): 11.50 Heating Capacity (012) -,Sinqle or High Stage (47F): 28600 HSPF (Region IV): 8.20 t"Aclive" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for safe; OR new models that are being marketed but are not yet being produoed,"Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, thaproduct(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(si, or the unauthorized,nIteration 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 andits contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidentia(refer4rice purposes. The contents of this Certificate may not, In whole or, in part, be reproduced: copied: disseminated; entered Into a computer database., orotherwise utilized. In any form or minneror byanymeans, except for the user's individual. personal and confidential reference. AIR-CONDITIONING; HEATING. CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The informallon for the model cited on this certificate can be verified at ww w. a hridi rectory. org. click on "Verify Certificate" link ilwk.- lit, 1 0 1," and enter the AHRI Certified Reference Number and the date on which the certificate was Issued. which is listed abom and the Certificate No., which is listed. t bottom right. 62018Air-Conditioning, Heating,,and Refrigeration Institute CERTIFICATE NO.: 131780389737425433 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business, and Professional Regulation - Residential Performance Method Project Name: Lot 240 - 1551 SL Builder Name: Starlight Homes street: .2625 Green Swallow Way Permit Office; Seminole County City, State, Zip: Sanford , 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 (1675.3 sqft,) Insulation Area 2. Single family or multiple family Singl.e4amily a, Concrete Block - Int Insul, Exterior R=41 1362.70 ft2 b. Frame - Wood, Adjacent R=13.0 312.67 it' 3. Npmberof units, if.,multipie family 1 c. N?A R= ft2 4.. Aurnber. of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1567.0 sqft.) Insulation Area 5. Is this a worst case? Na a. Under Attic (Vented) R=30.0 1567.00 ft2 6. Conditioned floor area above, grade (ftZ 1567 b, NIA R= ftR Conditioned Poor area below grade (112) 0 c. NIA R= ftz 11. Ducts R 112 7. Windows(139.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 313.4 a. U-Factor: Dbl, U=0.34 98.00 P:2 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: NIA ft2 SHGC: 13. Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.2517 14. Hot water systems a. Electric Cap: 50 gallons 8, Floor'"rypes: (1567-0 sqft.) Insulation Area. EF: 0.950 a. Slab -On -Grade Edge Insulation R-4.0 156T00 ft' b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 47.64 Glass/Floor Area: 0.089 PASSTotalBaselineLoads: 49.88 I hereby, certify that the plans and specifications covered by Review of the plans and ITIAE SZ4 this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. calculation indicates compliance ti With the Florida Energy Code. PREPARED BY: 1910-1 0t m M/ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I herebycertifythat this building, as designed, is in compliance Florida Statutes. with - the Florid a Energy Code. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier 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 reportwith envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a::proposed duct leakage Qn requiresa Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI1RESNET1ICC 380, is not greater than 0.030 Qn for whole house. 1 1 11812018 11: 52 AM EnergyGaugeO USA - FIaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001604 Date 8/23/18 Property Address . . . . . . 2625 GREEN SWALLOW WAY Parcel Number . . 17.20.31.502-0000-2400 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073238 Permit pin number 1073238 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001604 Date 8/23/18 Application pin number . . . 143416 Property Address . . . . . . 2625 GREEN SWALLOW WAY Parcel Number . . 17.20.31.502-0000-2400 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 210278 Application desc noc on file Owner Contractor Starlight Homes STARLIGHT HOMES FLORIDA LLC c/p Shayne 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 (407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2018.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073238 Permit pin number 1073238 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/23/18 Valuation . . 4164 Expiration Date . . 2/19/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDC PLAN REVIEW 858.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. PERMIT APPLICATION Application No: 1 (P U Documented Construction Value: $ -91,000 Job Address: 2625 Green Swallow'Way Historic District: YesO NoO Parcel ID 17-20-31-5,02-0000-2400 Residential Q Commercial Type of Work: New © Addition O Alteration Repair O Demo El Change of Use Move O Description of Work; Electrical Wiring; 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Title:. Director Phone: 407-630-01.19 Pax; Eimail_ brandon,gibbs@,reedcm.com Property Owner Information Name Starlight ,Homes FL LLC° Phone; 407-708-0163 Street: 1064 Greenwood Blvd Ste 124 Resident of property? No City, State Zip: Lake Mary, FL 32773 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 W. Plant Street Ste 240 pax; City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n1a Address Mortgage1ender: Address: WARNING TO OWNF.R:'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. FPC 11053 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida BuildingIding Code NOTIC Jn addition'to the requirements of this permit,.there maybe additional, restrictions applicable to this prop" that maybe 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 isI required in order to calculate a plan review charge and will be considered theestimated '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 Iall work will be done incompliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of ContractorlAgent Print Owner/Agent's Name Print Contkactor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary da E Owner/Agent is Personally Known to Me or Contractor/Agent is personally Produced ID - Type of ID Produced ID TypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building El Electrical EJ Mechanical D Plumbing El Gas D Construction Type: OccuP ancy Use: Flood Total Sq Ft of'Bldg: Min. Occupancy Load: — # New Construction: Electric - # of Amps Plumbing - f Fire Sprinkler Permit: Yes El No El #of Heads Fire Alarm Permit: Yes El APPROVALS: ZONING: COMMENTS; UTILITIES: ENGINEERING: FIRE: WASTE WATER: Z E wn to Me or N a CITY OF SAM:- I Application No: 18 Documented Construction Value: S '12-fD Job Address: 109toric District: Yes No Parcel ID- Residential D Commercial Type of Work: New []--Addition 11 AlterationEl RepairEl Demo 0 Change of Use F]Move Descrip ion of Work: rvic-Jt_-(, L_j- 2- Y 6 Name Street: city, s EMMKIN Street: '- f - 4 City, State Zi Name - Street: city, St, l Zip: MR, Contact, Person: Pfc-_,af, :5 t_nt b:4 Title: Fax: Email: Property Owner Information Phone: Resident of, property,? Contractor ,info rrnation Phone. 3t 16C- C--k Fax: l`103- 2 p: 1- f State License No.: Arch itect/ Engineer Information Phone: Fax: Lf= , 1_ Address: WIN' U101, 409 M1alb"All, Applicatio is hereby made to obtain a, permit to do the work and installations as indicated. I certify that no work or installation commence d prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jur sdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, 3oilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 hall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code F 30. 2015 Permit Application I I NOTICES In addition to the requirements of this permit, t I here may be additional restrictions applicable to this property that ma beroundinihepublicrecordsofthiscounty, and there may be additional permits required froth other governmental entities such as m'ater manage 0 t districts, state agencies, or federal agencies. Acceptalne of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713. The City )f Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order t) calculate a plan review charge and will be considered the estimated construction, value of the job at the time of submittal. The actuE I construction value will be figL11-ed based on the current, ]CC Valuation Table in effect at the time the permit is issued, in accordande with local ordinance. Should calculated charges figured off the executed contract exceed the actual, construction value, credit wil 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 ill be don el in compliance with all applicable laws regulating construction and zoning. Signature Signature of Contractor/Agent Date Print owner, Agent's Name Print Contr -taulAut Cs Nat e Tlii7llt-ule-f Notarv-State offlorida Date Signature,ol'Notary-State of Florida Date t is Personally Known to Me or Cbntractor/Ag tit is Personally Knowh. to Me oi Type of"ID, Produced ID Type of 'ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electricaln MechanicaIE] Plumbingo Gasn RoofF] Constru -Lion Type: I Occupancy Use: Flood Zone: Total Sq1 Ft of Bldg: Min. Occupancy Load: of Stories: New Co striietion: Electric - # of Amps Plumbing - # of Fixtures Fire Spr n kler Permit: YesF1 NoF1 # of Heads - Fire Alarm Permit: Yes No APPROVALS. ZONING: _ UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 0,2015 Perinit Applicaflon 0 r' 9507 State n oa652 123 Miller Road 9701 Bachman Ra-a Estabiisltcd i 9Z3 Hudsonadscni L 4 83 Valdco, FL 3$u94 Orlando, FL 32824 v t T:R 1Ki ity:com r dq7 8a5-2636 State License # CF-0O203, 27-86 -5d8' 813 86i 0707 M KELTY Pale: 1 OF Proposal o: 717-13536 PLUMSINf ° HEATING • COMING Proposal Date 7126,12017 Prepared or: Starlight Homes Florida, LLC Location: Wyndham Preserve,, Sa-itord 1064 Greenwood Blvd. s;ttte 124Model: Halley - 1551 Lake Mar} FL 3274+6 We propose hereby to tarnish material and tabor - complete lie accordance with specifications below for the. Sum of; $5,925.00 Payment to be made as follows- 40% Rough in 30% Top Out 30% Finistb. NET 10 Days 1 materials gear=.raced to be as specified. All work to he completes] in a workman like manner according to standard practices. Any alteration or deviation trnm stacifications below involving extra costs will be executed only upon written:orders, and will. become an extra charge over and above the estimate. All aoreer- lants ontingartt upon strikes, acci 'delays beyond our c rtrot. Ulmer to c> rry Aire, tomado, and othar necessary insurance. t7ur vvor ors are fi covered by ori<er's compensation P rsnce.. THlS PROPOS L MAY E rWI*DRAWNIF NOT ACCEPTED IN 30 OA' AUTHORIZlubmit D SIGNATURE: We hereby specifications a estimayX I i T B Starting Accord 60x3Q 71140120 White Witn thralls And Moen C3h`ateau'TL183 Chrome Vatve 1 T ilet Gerber hlawell 21-912 1:28Vhila Elongated 1 V By Builder With Mean Chateau 64925 Chr,crne Faucet 1 Tt b, Sterling Accord 60x30 71 t40120 While With Walls Arid Mocn Cli afeau TL183 Chrome Valve 1 Toilet Garber .Maxwell 2.1-9121,26White Elongated L V: By Builder With Moen Ghateau 84925 Chrome Faucet k By Builder 1 F ucat Isbell Integra 67315 Chrbme D Sposai` ISE 5adgar V With Cord; 1 Ic mairer Line With Recesse i Box 1 Dshwasher Hook Up t Vashcr Sox Yes 2 H se Sibs Yes. 1 V atar Heater 50, gallon Electric Backliiling Ircludra:i For Sewer F.:Water Only (Slab Back'illing By Others) Backilow f reveril ars IncludedNOPermit Feas. Included Water Plot +g in: CPVC- 40' Savvsr Allowance. Additional S12 per foot 40` Water AE owance Aditional $3 per foot Acplies to ny direct contract between aii ovmer contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.00 713.37 Acceptanoe of Proposal - The aboVe PfICE s, specifications and cunditions are sallsfactory and hereby accepted. You are authorized to do the work as specified, °ayinant will be ,made Destined we_ I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly set -vice charge of l t12% will be added alter t darts_ Any ewer taps deeper than 4 112 feet or requires backhoe or dewiatertrg All! be ari extra" charge. SiGNIEu;._ '_r1 f2 --( f i DATE OF ACCEPTANCE & PAGE SranO-i: Hu son Last Edit By: Last Edit bate: a12712017 A a(-Oas 3U') TRI-COUNTY TESTING LABORATORIES, INC. 31 South Main Street Report No: .123_ Winter Garden, Florida 34787 407-656-9656 REPORT OF INN -PLACE DENSITY TESTS Project: Wyndham Prese%4eLot 240 Contractor: Starlight Homes, Location: Building Pad Material: Brown Sand Date Tested: 08/24/ 18 meets or exceeds specifications* Proctor: Specification: Optimum Moisture: Maximum Dry Density: aauaaa••• GENSF.c•. 583 . Na, TATE OF •• 1UP. SSIONA.•` aaaa August 24, 2018 ASTMD-1557 12,I% 105.1 Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs.cu.ft. Ibs.cu.ft. Density Percent Northeast 0-12 103.6 105.6 98.5 9.6 Northwest 0-12 103.1 105.6 98.0 9.3 Center 0-12 104.4 105.6 98.3 9.4 Southeast 0-12 103.8 105.6 98.7 9.9 Southwest 0-12 103.5 105.6 98.4 9.5 0, SPECIFIC POSE SURVEY FOR BOAR®) O o t c N WYNDHAM PRESERVE LOT 240 o N H P13 81, PG 93) a m W O 6) o p PCP CENTER PCP m U LINE S 89'43'03" W 391.64' oV 1 o2so' GREEN SWALLOW WAY c ?I N 3 50' RIGHT-OF-WAY o c b PRIVATE ROAD) I-CONC CURBIn 0 p Nao0 0 z N89'43'03"E 62. 00' SF-- 10' UTILITY 2 EASEMENT (P) rs------- N rs----------- Cn 8.7' 8,7' 20.0 s 7.3 1STORY O RESIDENCE 2625 GREEN SWALLOW Q WAY LOT 239 LOT 241 FORMBOARD gS FFE=24.78 i O e.7' 44.7 j s.7' O h o O C) w O Z 10.0 LOT 240 AREA = 7,130 S.F.+/- PRINCIPAL BUILDING f SETBACK (TYp•) SOUTH BOUNDARY LINE\ OF LOT 240 62. 00' S89WO—T v LOT 248 1 LOT 247 1 LOT 246 Building Setbacks Setbacks: Per constructionplans for BUILDING LAYOUT NOTE: WYNDHAM PRESERVE% City of Sanford, Contractor and owner are to verify all Seminole County, Florida. DIMENSION NOTE: setbacks, building dimensions, and layout Proposed building dimensions shown hereon prior to any construction, and Front = 25' immediately advise GeoPoint Surveying, Inc. of Rear 20' shown hereon are of the exterior. any deviation from information shown hereon. Side = 7.5' Failure to do so will be at user's sole risk. Backflow Preventer Sight Distance Easement Survey PRM-Permanent Ref. Monument Reported PCP -Permanent Control Point Description FP&L.-Florida Power & Light Plot FFE-Finish Floor .Elevation Deed Book M-water Meter OfficlaI Records Book bd-Water Valve r. o.-Plot Book t7'-Fire Hydrant Pg. - page RCM -Reclaimed Water Meter Elev.- Elevation RCD4-Reclaimed Water Valve Conc.- Concrete Coble. Box BP -- Brick Paver m-Telephones Box SW. - Sidewalk El -Electric Box FFE- FinishedFloor Elevation Pole CI -Curb Inlet 9--Guy 9-GuyPoleGTI-Grate Top Inlet Li ht Pole P.U. E.-Public Utility Easement Guy Anchor RCP -Reinforced Canc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS'-No Corner Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U. E. -Drainage/Utility Easement COO -Clean Out a, FMGD -MAG NAIL & DISK CVD4-Irrigation Control Valve P.K..- Parker Kolon Nail I' -Sign SIR -Set1/2" iron Rod LB7768 WDd-Gate water Valve SPKD-Set P.K. & Disk L87768 G-Gas Meter FIR -Found 1/2" Iron Rod L87768 rr -Existing Grade FIP-Found 1/2" Iron Pipe LB7768' 0-Blow-off Valve FPKD-Found P:K.. Nail & Disk L87768-^._-Drainage Flow Direction FCM-Found 4"x4" Concrete 1o.D-Proposed Desion Grade SURVEYOR'S NOTES: 1. Current title information on .the, subject property: had not been furnished to GeoPoint Surveying, Inc, at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades &finished floor elevations shown hereon are from the construction pion for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. S. This Specific Purpose Survey is for the location and elevation of the fonnboards only (THIS 1S NOT A BOUNDARY SURVEY) PREPARED FOR ASHTON WOODS FLOOD ZONE': The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 1212 L-0765_H, in Flood Zone x" DESCRIPTION: LOT 240, 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 This certifiesunderasurveyofthehereondescribedStandardsproperty Maitland; FL 32751 was madeundermysupervisionandmeetstheSfandardsofPracticeset forth by the Florf 8dAMrpf Professional Phone: (321) 270-0440 , Surveyors & Mappers in Chap ep` i dq ministrative Fax: (813) 248-2266 t Fpp code, pursuant to S ct' „Itp Sififetes: Licensed Business No..LB 7768ul r GeoPointSurveying, Inc. mes D. Leviner p? a ORIDA PROFESSIONAL SUfit 6$15 Drawn: RCA DheckediJDL P.C,i Data File:6rbsonEaM-PW Date:08/ 24/18 Dwg:firmwnEast-teJ40 Order No.: NOT VALIDWITHOUTTHES11!ilpI[' a IW 15RIGINAL RAISED SEAL OF A FLORIDA UCEt3SEOSWR EMO AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. I Field Bk: — ENVIRONMENTS FOR/ `R, j V / SITE ID:427046 LOT: 240 BLOCK HOUSE: 2625 STREET: GREEN SWALLOW WY CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT#. 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/18/2017 PROGRAM: HERSI700% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2625 GREEN SWALLOW WY, SANFORD, FL 32771 TEST:. BLOWER DOOR RESULT: PASS TESTER. Dave Revelle DATE: 12/13/2018 " I Tester I Dave Revelle I Date I I Result I I IU 6; ati re-r TEST NAME `''!p, a CORRECTION " NEEDED r , BUILDER VERIFIED yp,i RATERr VERIFIED.... , VtP t WA 'r 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic drop -dawn 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 Blower Door BD Ta et BD Actual Room Pressure Test a da,iYoYryaa luJ a , e ilk'F ri) ', "PROGRAM CODE ' w PROGRAM''r r -`I'' CODE '„. BUI_LDINGtORIRNTATION 4 - VOLUME CU.< "'VOLURAE CU. SHELLT SO°" hliHELL' SO.: N(0°) N/A 14,573 0 0 PROORAM+ 'iT' ig 4 PCH D w " CF aM6FM0( hselr 0 1,700 7 1, 125 4,63 p1m y y NOW Met Bdrrn 0 Bdrm 2 0 Bdrm 3 0 Bdrm 5 0 Rm 1 0 Rm 3 0 Other 0 Bdrm4 0 Rm 2 0 CO Detectors Energy Star OuallBed Appliances? Efficient Lighfing Package? X 60 or > Of Hardwired Lights Must Be CFL Or LED X Low Flow Faucets, Toilets etc? X Programmable Thermostat? X Certified Green Program Level Requires Visual inspection Mechanical w Ar wm,HwtLtar Itern—dwimm Lecation . , w),Menufapurer Ne a u{ , Model #1 r " ` MoCel #2 :! tf Model SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NBO30 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT PUMP) INTERIOR CARRIER FB4CNP030 SYSTEM FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS 1 ; 6UILDING'CHARACTERISTICS a p 3.. AS.DESIGN-VAI:UES` w `AS BUILT,' VALUES dw %...: Pupa, w.CdMMMENTi OF BEDROOMS (REM) NA NA CEILING FLAT REM NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR(REM) NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE (REM) NA NA TEST: BLOWER DOOR RESULT: PASS TESTER Deve Revelle DATE: 1211312018 m m rnur_ cocricreran ic BUILUINId:CHARACTERISTIC3 rr o• t.r, , ASDE9IGN,- VALUES n A3BUILT;-VALUES g'dN3Mt _ COMMMENT ` iN , s PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF tz r" CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) Sryn•-9 ELECTRIC i pia^ WATER HEATER SIZE, EFFICIENCY & LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH ( REM) NA""" - Ht ,4-63'CI i A 83 ACH, 50Psscals FRESH AIR VENTILATION TYPE (PRIF) t d ro aAIR CYCLER.n«rx ` 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 CFL'S (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 CFUS (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 TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT, SERVED ( CFA) TEST: DUCT, BLASTER RESULT: PASS- TESTER Dave Re lie DATE: 12/13/2018 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE ' {SYSTEM 1 DUCT LEAKAGE TO OUTSIDE _ ; SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET s 724 (CFM25) ACTUAL 42 a (% OF CFA) ACTUAL i SYSTEM 1 TOTAL DUCTLEAKAGE L SYSTEM 1 TOTAL DUCT LEAKAGE r „ SYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM26)TARGET rWa 186 i ( CFM25)ACTUAL CFA) ACTUAL a,yrr• 'i SYSTEM 2 SO FT. SERVED ( CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE P-0`` la*'sd'/L IIIF SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET1 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE """ " 0 a$ a ,1 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 lai (Ui. ( CFM25) ACTUAL 'T CFA) ACTUAL F'y SYSTEM 3 SO FT. SERVED (CFA) 77-77777 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE r SYSTEM 3 DUCT LEAKAGE TO OUTSIDE ip SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 hen D ( CFM25) ACTUAL +p r b n le (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE i )' 9 SYSTEM 3 TOTAL DUCT LEAKAGE a SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCTBLASTER RESULT: PASS TESTER Dave Revelle DATE: 12113/201e CFM25) TARGET a i ," y P (CFM25) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET ,-0.`0 (CFM25)ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE` " SYSTEM 4 TOTAL DUCT LEAKAGE CFM25) TARGET i sk;0 ;e40 i) (CFM25) ACTUAL BUILDING SPECIFICATIONS e,ra ,;, CFA)ACTUAL SYSTEM 4 DUCT LEAKAGE TO OUTSIDE OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFA) ACTUAL wSUIIDING'CHARACTERISTICS,"' DE31GN`=VALUES, '- AS 2` :" =AS.BUILT-VALUE9'''- i" COMMMENi " DUCT LEAKAGE TO OUTSIDE (REM) NA 0.027CFM26 / CFA *' TOTAL DUCT LEAKAGE (REM) NA ' ` `E 0.12,CFM26l CFA r a@ `"- FLOW RING (PRIF) o y0 a o vNM N000 c Z` to m 0 0 Building Setbacks Setbacks: Per construction plans for WMDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' WYNDHAM PRESERVE LOT 240 PB 81, PG 93) PCP CENTER LINE S 89'43'03" W 391.64' 102.50' GREEN SWALLOW WAY 3 50' RIGHT-OF-WAY o ( PRIVATE ROAD) CONC CURB 0o o N CONCRETE p % SIDEWALK PCP Z SMGD N89'43'03 "E 62. 00' SMGD 2AN10'UTILITY CV EASEMENT (P) 2? CONCRETE WM DRIVEWAY N-- w CONC 161' WALK 0 6.7' 17.3 c- 20.0 n ENTRY 7.3 N 1 STORY cpO p RESIDENCE 2625 GREEN SWALLOW pj WAY LOT 241 LOT 239 it FFE=25.11 LOT 248 F L-roof LqUiLBB -Licensed B9men' LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk edusinessBFP- Bockflow Preventer Sight Distance Easement S - Survey PRM -Permanent Ref. Monument R Reported PCP -Permanent Control Point D - Description FP&L -Florida Power &Light P - Plot FFE -Finish Floor Elevation D. B.-Deed Book Water Meter O. R.-Official Records Book D4-Water Valve P. B. -Plat Book f-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 E)-Electric Box FFE - Finished Floor Elevation 0 -Utility Pole CI - Curb Inlet Guy Pole GTI- Grate Top Inlet Light Pole P. U.E.-Public Utility Easement t--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O -Storm Sewer Manhole NCS- No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E.-Drainage/Utility Easement Coo -Clean Out FMGD- MAG NAIL & DISK ly, D _Irrigation Control Valve P. K.-Parker Kalon Nail p -Sign SIR - Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD - Set P.K. & Disk LB7768 Gas Meter 0-Gas FIR - Found 1/2' Iron Rod L87768 Existing Grade FIP - Found 1/2* Iron Pipe L87768 FPKD- Found P.K. Nail & Disk LB7768 a - Blow-off Valve Drainage Flow Direction FCM - Found 4"x4' Concrete 10.0 -Proposed_ Design Grade Description I Date I Dwn.l Ck'd I P.C. I Order No. 6. 7' 44.7 8.7' A/ C PAD o PATIO d 9. 9 LOT 240 AREA = 7,130 S.F. PRINCIPAL BUILDING f SETBACK ( Typ.) SOUTH BOUNDARY FIR I OF LOT 240 62. 00S89.43 i LOT 247 SURVEYOWS 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 plot of WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. O RR LOT 246 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 240, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12 13 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 `. code, pursuant to Section 472.027, Florida Statutes. ' GeoPoi l Surveying, Inc. me D. Leviner LS6915 Drawn: RCA Checked: JDL P.C.: Data File:BdssonEast-Plat ORIDA PROFESSIONAL SURVEYOR & MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND. THE ORIGINAL Date:12/ 14/18 Dwg:llew nEwt-LoNO Order No.: r"-- RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: