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2617 Green Swallow Way 18-1399; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0002 BUILDING APPLICATION #: 18-10000273 BUILDING PERMIT NUMBER: 18-10000273 DATE: March 16, 2018 Id(,a3, js a aq(.,,-L0 UNIT ADDRESS: GREEN SWALLOW WAY 2617 17-20-31-502-0000-2390 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: 2617 GREEN SWALLOW WAY / LOT 229 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALL 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 Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSgle 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 THAQ CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE(+UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES I OVERNING 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 I THE COUNTY BUILDING PERMIT NUMBER'AT THE TOP LEFT OF THIS STATEMENT. OL THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION D. 0) PERMIT APPLICATION r, Application No: Documented Construction Value: S Job Address: v `1 Historic District: Yes No Parcel ID: 17-20-31-502-0000- a 2M o Wyndham Preserve Lot 51 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 Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: Street: 20 South Maple Street, Suite 150 City, St, Zip: Ambler, PA Bonding Company NA Fax: 215-646-8001 E-mail: sives@mulhemkulp.com Mortgage Lender: Address: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IN PROVEMENTS 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 worst, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code t Revised: June 30, 2015 D 4 x • Permit Application 3, a2. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and.there may be, additional. permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent 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 Date Signature of No -State of Florida Date iKya Shayne Mange NOTARY PUBLIC STATE OF FLORIDA Comm# GG713111r E 1 10 Expir9K 6/21 /2021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building B Electrical [r Mechanical E J' Plumbing2 Gas Roof Construction Type: Flood Zone: A-cZAGit"IN Total Sq Ft of Bldg:_ Zy(oZ Min. Occupancy Load: \ r> # of Stories: V P5 Occupancy Use: 2-3 New Construction: Electric - # of Amps ISO Plumbing - # of Fixtures \S Fire Sprinkler Permit: Yes No g # of Heads APPROVALS: ZONING: LkI° UTILITIES: ENGINEERING: ON << 'y 2'b •Iii FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. IA l.1.1- iMio- 1' bZ'2 Fire -Fly— Ut CTl— Fire Alarm Permit: Yes No fR WASTE WATER: BUILDING: SV- -4. U - (Ss Revised: June 30, 2015 _ _ _ Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence a rf ;._r=e.e.:S+ ^.n..ua: ELEGTRICA'L•1PERMIT i ,.} `• .. c i ' •! . Ycw%>i`='• :.S. t.C r•_1lti.S:l-, t ss' -- -= ` =;_- ' . -[ •a Min Max Ins ection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Tem orary Underground Power (TUG) 30 Electric Rough i 1000 Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset ! 10 1000 Plumbing Sewer 1000 Plumbing Final Y-ST re'K•._a.o x,Rcr._•.a:.rr.;r-.r.k': Y'' MECHAN ICAI PERM IT=;L:l, ssY, M1.w .'} , ::1'%I I.t:lYSt. '.i Sf .'>-:.Z':... e {.' 4^Jfi YAn11a.___ 1. 1 a .''i a a" •:c — "``,iJ.yn, .[ •.; ::-:. -!'%` Jar• ,[ i:' : _,;a:d„«.,• ;: r;::: ; . ,F,: o'- i:_:.•73=t `'C_K. . ....n..i^i-. t..:iuy: _ `1'k•.. +.1 1... we Min Max Inspection Description 10 Mechanical Rough i 1000 Mechanical Final i REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 114 } 3$ 0 Job Address: a,Lo1-1 L Yeer% Historic District: Yes No Parcel ID: 17-20-31-502-0000- a+39 o Wyndham Preserve Lot o bl .Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move 0 Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : City, State Zip: Roswell, GA 30076 Contractor Information No Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: . 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA — Bonding Company: Address: NA E- mail: sives@mulhemkulp.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 1053 Sball be inscribed with the date of application and the code in effect as of that date: 511 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..pemiRs 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. 1-- 3-)a,-R Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name Signature of Not -State of Florida Q Date Shayne Mange Y A so NOTARY PUBLIC C'c _STATE OF FLORIDA Comm# GG113W f9CE 10 0 F_tpirt9 6/2112021 Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes NO UTILITIES: / WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015--.—.-. --_—. - _----•--_—•-- ----------_-----_-.. Permit Application-__-- _--—•--_-- r 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: 2617 Green Swallow Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2390 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: 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: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1399 Reviewed by: Michael Cash, CFM Date: March 28, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y Fv°F a Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over-1 00 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 ajurisdiction's right -of -Way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knowiftrs below. 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: aL° C"_-, , 7L>40 Y\ 4-cr21 3 a-t -1-6 2. Proposed Activity: Q Driveway Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is submitted by: PropeA.y Owner. Signature: VU` Print Name: CJ -0 L Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.mongei@stadighthomes.mm Date: 3 - c l $ Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read n erstand the above statement and by signing this application I agree to its terms. Signature: Date: 3-1-1 Y This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Official Use Only Fee: Utilities Approved: Engineering VA---vk,0f, Site Inspected by: Special Permit Conditions: November 2015 Date: Date: Date: Date: Date: 3 -Zg-Za lb ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3- I J\- V g Project Name:LA-3v "V-N4 reScY a. Project Address: V1 C-mreeri Sv.ro b, LQ Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. 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. na Tf wner/Tenant Signa re o Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print a We of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # S_ Mf t &5iev- 600k- Print Name of El. Contractor Signature of El. Confractor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) LEMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 - % 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): Gd' The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was ac o ledged before me this I C day of 200 0 , by Robert W ewho is personally known to me or who has produced identification and who did (did not) take an oath. Kota SeaDhayne Mange[ 2 ma:r.Z2 tNOTARY PUBLIC Print or a name STATE OF FLORIDA Comm# GG113111 SINCE 1 0 Expires 6/21/2021 Notary Public -State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY: ?kmq LCL Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite If4 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111111111111111111111111111111111 GRANT MAL_OYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLERBK909iiPa1584 (1F'ss ) CLERK'S * 2018027823 RECORDED Ili/ 13/21_i18 03:2.?-;.ii PHRECORDINGFEES $10,Ciii RECORDED BY rdtemp Parcel ID Number. 17-20-31-502-0000-'%390 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pas 93-102 Lot A 39 Address: 2\t41-1 C-_>rLa.rj GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the 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 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under es a les of per u , I declare that I have read the foregoing and that the facts stated in it are true to the nowle a and belleZ ees Signature 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 FL County of I I _ The foregoin Instrument wa knoedge d before me this day of yp by C J lJ Name of pWho is personally known to me ersonmakingstatementOR who has produced Identification type of identification produced: Shayne Mangel NOTARY PUBLIC V"VC61STATE OF FLORIDA Comm# GG113111 Notary SlgnatureExpires 6/21/2021 0 CV ca V- 4 t.0. THIS iN TtarullghtNHomesAFloride 07", Namo: Greenwood BI Su to 124 Address: NOTICE OF COMMENCEMENT Iliilll ii!!I IIII! liiil ,ills IIlil !II! llil GRANT NALOYr SEiiINOLE COUNTY CLERK OF CIRCUIT COURT & CONPTROLLER BK 9090 1`9 1584 (1P9e) CLERK'S a 2018027823 RECORDED 03/13/201.8 03:23 1.0 P11 RECORDING FEES $10-00 RECORDED BY rdte(Ap State of Florida County of Seminole 17-20-31-502-0000-2%M parcel ID Number: penult Number: and In accordance with The undersigned hereby gives notice that Improvement will be made to certain real property, Chapter 713, Florida Statutes, the folioviing Information Is provided In this ddCommencement, suss ebie) nimcRIPTION OF PROPERTY: (Leg'. f1 n property theof 9 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Staril ht Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell GA 30076 FeeSimpleTMeHolder (if other than owner) Name: NA CONTRACTOR: rllght Homes Nonaa, 1o64 Greenwood Blvd Suite 124, Lake Mary, FL 32746 nAserved gb Owner upon whom nonce or ourer •• - persons wlthlntheStateofFloridaDesignatedbyasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA in addition to himself• Owner Designates NA . To receive a copy of the Llenor's Notice as Provided In 3 Section 713. 13(1)(b), Florida Statutes. expiration date Is 1 year from date of recording unless a Expiration DateofNoticeofCommencement (The different date Is specified) THE EXPIRATION OF THE NOTICE OF A N NG TO • ANY PAYMENTS MADE ROPER THE OWNER AFTERPART 1. SECTION V3.113. PAYMENTS UNDERCHAPTER713. COMMENCEMENT EMENTAND CANRESULT IN D IMI N YOUR PAYING POS FOR IONTHE MOB SITENTS E BEFORE THE FIRST YOUR PROPERTY. A FLORIDA STATUTES. NOTICE OFCOMMENCEMENTMUSTBE RECORDED AND INSPECTION. IF NO I WORKT RECORDING YOUJANCIR NOTIOCE OF COMMENCEMENT LENDER OR AN ATTORNEY BEFORE COMME Under ales of per u ,1 declare that 1 have read the foregoing and that the facts stated In It are true to the es nowla a and belief owmra prtnted Name wners S1gnaNre tted to sign In his or her stead.* FWda Statute 713. 13(1Xg): - The owner must sign the notice or commencement end no one else may be perms County of ( . i> r State of 0Tho foregoingInstrument wa noedgodbeforemethisdayofWhoispersonally known to me by Name or person mddno statement OR who has produced identification type of Identification produced: -- Shayne Mange, NOTARY PUBLIC E1 STATE OF FLORIDA Comm# GG113111 Explres 612112021 t J . t RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method J Project Name: Lot 239 - 1827 UL Builder Name: Starlight Homes Street: 2617 Green Swallow Way City, State, Zip: Sanford FL 32773 Permit Office: Se#nle #unty Permit Number: tt Zf SANF RD Owner: a•" ` }OfY`a n> Jurisdiction: G9_ UF/'AR Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned Floor area above grade (ft') 1909 b. N/A R= ft' Conditioned Floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic. Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 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. Hot water systems 8. Floor Types (1909.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 57.19 PASSTotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications -covered by Review of the plans and FTHE ST,gT this calculation are in compliance with the Florida Energy specifications covered by this 0 _ _ ,FOB Code. calculation indicates compliance r+ with the Florida Energy Code. rrr,,,t •: .€,=;;;,•=,,, O PREPARED BY: "'Y1t^ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 c hereby certify that this building, as designed, is in compliance Florida Statutes. ry with the Florida Energ C de. COD we OWNE UT, 0 --A BUILDING OFFICIAL: DATE: DATE: - 9. -9 S Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage on requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/18/2018 11:35 AM EnergyGaugeO 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 239 - 1827 UL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 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: S(reef Address'". ". 239 Wyndham 2617 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft2 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emilt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2135 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft= 0.1 Wood 1/18/2018 11:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height',- Sheathing Framing * Solar • Below' 0 1 W Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 3 E Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 5 N Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 7 21 ft' 2 N Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 W 1 ft 0 in 3 ft 8 in None None 3 N 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 E 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 1 ft 0 in None Nona 6 S 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 403 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .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 0.7 1 sys#1 1/18/2018 11:35 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF :+ Cap - -,Use, •• SetPnt• M,.• Conservation 1 Electric None Garage 0.95 50 gat 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJanf Feb Mar f A r Ma X Jun X Jul X Au Se Oct Nov Dec HeatinX Jan XFeb X Mar J Apr f May f i Jun 4 Jul f Aug jXjSep f Oct f X Novf X DecVentin [ Jan Feb X Mar X A r [ Ma ( Jun [ Jul [ Au 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 62 0 0 1 - Electric Heat Pump 1 -Central Unit 1/18/ 2018 11:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2617 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 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1909 b. N/A Area c. N/A 120.00 ft' Ducts a. Sup: Attic, Ret: Main, AH: Maina. 41.00 ft' 12. Cooling systems ft' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 1909.00 ft' a. Electric ft' b. Conservation features ft, 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: aoL., "6r1 Date: 3 ' Address of New Home: aS- OLD City/FL Zip: Insulation Area R=4.1 1603.00 ft' R=13.0 217.00 ft' R= ft' R= ft' Insulation Area R=30.0 1909.00 ft' R= ft' R= ft' R ft' 6 381.8 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 11:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER,AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 239 - 1827 UL Builder Name: Starlight Homes Street: 2617 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with nsun any dropped ceiling/soffit Theinsulationied /soffit g theinsulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 snrmnkler cover olates and walls or ceelffinas. a. in addition, inspection or log walls shall oe in accordance with the provisions of ICCA00. 1/18/ 2018 11:35 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 239 - 1827 UL Builder Name: Starlight Homes Street: 2617 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE S74 yunu 1/18/2018 11:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 239 - 1827 UL Builder Name: Starlight Homes Street: 2617 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 Leakaae 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 1909 House Duct Total Conditioned Floor Area) System Leakage 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)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 1/18/2018 11:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 IF Project Summary gate: 4nswrightsoft 017vUymdhamPrese... Entire House W. Enemy Air, Inc Plan: 1827 U 5401 Energy Air, Ct.Orlando, FL 32810 Phone:407-886.3729 Email: GRenner@energyairoom Wab wrnv.energyaircom For. Lot 239 -1827 UL, Starlight Homes 2617 Green Swallow Way, Sanford, FI 32773 Notes: Weather. Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary Structure 15199 Btuh Duds 2027 Btuh Central vent (62 cfm) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Method Construction quality Fireplaces Area (ft ) Volume (ft') Air changes/hour Equiv. AVF (cfm) Infiltration Simplified Semi -tight 0 Heatin Coolin0191 17760 17760 0.26 0.14 77 41 Heating Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 14900 Btuh Ducts 3646 Btuh Central vent (62 cfm) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swin multiplier 1.00Equipmentsensibleload19745 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Duds 576 Btuh Central vent (62 cfm) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load (Sen+Lat) 24188 Btuh Req. total capacity at 0.70 S HR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfin Actual airflow 899 dm Air flow factor 0.052 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =17616 Btuh, 100 AFUE Boldrrtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 201717.0.28RSU17013 2018-Jan-1811:10:40 Page ack;v...SpecifidwyndhamPreserveNLot239-1827ULrup Caic=MA Front Doorfboes: N i Manual S Compliance Report Job: Starlight-WyndharnPrese... wrightsoft' Date: 4/18/2017 Entire House %r a ~ Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: vmwenergyairoom For. Lot 239 -1827 UL, Starlight Homes 2617 Green Swallow Way, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19745 Btuh Entering coil DB: 77.9°F Outdoor design WB: 75.9°F Latent gain: 4443 Btuh Entering coil WB: 64XF Indoor design DB: 75.0°F Total gain: 24188 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfrn Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 108% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18847 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 ctm Output capacity: 28600 Btuh 152% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 93% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan-18 11:10:40 1C- wrightsoft, Rght-Suite®Unroersal2017 17.028 RSU17013 Page 1 Spedfidwyndham Preser e'Lot 239 -1827 UL.rup Calc = MA Front Door faces: N i Duct System Summary Job: Starlight - Wyndham Prese... w ri ghtsoft° Date: 4/18/2017 Entire House EV. EnergyAir, Inc Plan: 1827 U - 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaiccom Web: vmw.energyairoom For. Lot 239 -1827 UL, Starlight Homes 2617 Green Swallow Way, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 168 in/100ft 899 cfm 167 It Cooling 0. 50 in H2O 0. 22 in H2O 0. 28 in H2O 0. 140 / 0.140 in H2O 0. 168 in/l00ft 899 c fM Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Dud Mats Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk Bat h 632 33 20 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bede c 1631 66 79 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3624 189 ill 0.349 7.0 Ox 0 VI Fx 10.3 70.0 Bed4 c 1619 76 78 0.177 6.0 Ox0 VIFx 28.5 130.0 st2 FarrMnncit c 1921 64 93 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl Farr n/Kit-A c 1921 64 93 0.190 6.0 Ox 0 VIFx 22.2 125.0 SO FarrMnh( it-B c 1921 64 93 0.182 6.0 Ox 0 VIFx 29.0 125.0 stl FamloinMt- C c 1921 64 93 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 761 40 40 0.376 4.0 Ox 0 VIFx 4.5 70.0 MBa h 905 47 30 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Wed h 2781 145 98 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 VIAC h 552 29 19 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy C 1076 18 52 0.170 5.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) Cfm) FIR fpm) in) in) Material Trunk SO PeakAVF 256 372 0.174 683 10.0 0 x 0 VinlFlx st2 PeakAVF 315 277 0.168 578 10.0 0 x 0 VinlFlx BdrYdak values have been manuallyovenfdden 2018- Jan-18 11:10:40 wrightsoft• Right-Suite®Unieersal2017 17.0.28 RSU17013 Page 1 AC(:; K SpecifidWyndham PreserveLot 239 -1827 UL rup Calc= MJ8 Front Door faces: N Name Grille Size (in) Htg dm) Clg dm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Saud/Joist Opening (in) Dud Mal Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx wrightsoft, Right-Suite®Universal201717.0.28RSU17013 C0% ...SpecifidWlmdharn Presenelot 239 -1827 UL rup Calc = MA Front Door faces N 2018-Jan-18 11:10:40 Page 2 Job # Starlight -Wyndham Preserve Performed for: Lot 239 - 1827 UL 2617 Green Swallow Way Sanford, FI 32773 Level 1 _. I.. _.... , Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 vmw.energyeir.com GRenner@energyaircom FUEL, Scale: 1 /8" =1'0" Page 1 Right -&AB l Unkersal 2017 17.028 RSU17013 2018,1arr1811.10.53 m Preser elot239-1827 ULrup VTR VTR 1-1/2" VTR I I I I I I I I I I I I STUDOR KS D T Z 0 I ° Iwcv+'FNr gH LO y D 3" LAV l 3" I 2„ we o LAV 2" . I 3. I O bTUB 3" 4 WM 1 / T C/o 4 PLAN 1827 PLUMBING RISER DIAGRAM 8p 1s - (3010t DI TENSION NOTE: Proposed building dimensions shown hereon are of the exterior WYNDHAM PRESERVE LOT 239 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 7.5' Side Street = 25' LOT AREA CALCULATIONS LOT = 7,130 SQ.FT. LIVING AREA= 1,909 SQ.FT. GARAGE 403 SQ.FT. ENTRY = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C :PAD = 9 SQ.FT. IMPERVIOUS= 41.7 % SOD 4,157 SQ.FT. OFF LQT AREA CALCULATIONS R/W) = 5.572 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 928 SQ.FT. SOD = 1,052 SQ.FT. TOTAL AREA AREA = 12,779 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 1,005 SQ.FT. SOD' = 5,209 SQ.FT. 2ON1155— DATE— VJYNDHAM PRESERVE - LOT 239 Ok to construct single family home PLOT PLAN with setbacks and impervious area shown on plan. t4 (. I ado i Mp. 82-7 Fire fllf-! CrL I CENTER LINE, _ 391.64' S89'43'03'W PCP GREEN SWALLOW WAY 50' RIGHT—OF—WAY PRIVATE ROAD) 0 in PROPOSED 5' '. '.. A CONC SIDEWALKI a a l .69'43'OJ 0 0 N r z< a C) o z Iw G=7 a x 0: L C7 r z IWz o: z z U o. Ua h BUHMIENG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. LB—Licensedusiness GEND:ADUSSD—Access/Drainage/Utilities/Sidewalk BFP—Backflow Preventer Sight Distance Easement SurvyPRM—Permanent Ref. Monument R —ReportedISD PCP —Permanent Control Point Description FP&L—Florida Power & Light P —Plat FFE —Finish Floor Elevation D.B.—Deed Book Water Meter O.R.—Official Records Book D4—Water Valve P.B. —Plat Book J--Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev. —Elevation RCDG—Reclaimed Water Valve Cone. —Concrete Cable Box BP —Brick Paver m—Telephone Box SW —Sidewalk E—Electric Box FFE —Finished Floor Elevation 0 —Utility Pole CI —Curb Inlet Pole GTI —Grate Top Inlet Guy Light Pole P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced Cone. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS —No Corner Set (Falls in Water) m —Sanitary Sewer Manhole SF —Square Feet OfHo —Electric Handhole D.U.E. —Drainage/Utility Easement COO —Clean Out FMGD —MAG NAIL & DISK XVD4—Irrigation Control Valve P.K. —Parker Kolon Nail Sign SIR —Set 1/2" Iron Rod LB7768 WI>4—Gate Water Valve SPKD —Set P.K. & Disk L87768 Gas Meter FlR—Found 1/2' Iron Rod LB7768 11. —Existing Grade FlP —Found 1/2' Iron Pipe LB7768 OI—Blow—off Valve FPKD —Found P.K. Nail & Disk L87768 — —Drainage now Direction FCM—Found 4"x4' Concrete 00—Proposed Design Grade Monument PRM LB7778 0.2 As—Built/Existlnc GradeNote: Some items in above leaen may not be ene irehla Uescription I Date I Dwn.1Ck'd I P.C. Order No. i PROPOSED • WALK • r 1 28.0' IFE. dw I W I I EnO N I I OD: U I Q• I I I3 I 28.0' InU D: Oo- 5.7 10y_5' ii i A/c tp DAD V- 7.0' PROPOSED 101STORYRESIDENCE 2617 GREEN SWALLOWLr? M LOT 240 Do WAY 'a 1827 FIREFLY ELEVATION - U GARAGE -LEFT 10.5' 14.8 ; FFE= 24.5 I 10.0 04 N N LOT 239 to AREA = 8,778 S.F. ± SOUTH BOUNDARY LINE OF' LOT 239 1 77.50' S8943'031W LOT 248 CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 090'00'00" 39.27' 35.36' N 4443'03" E SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet'and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) e,oo oea o,o Wi .4]NLY TA F R :mil d'mes D: *Le"virre , „IZa°- LS6915ORIDAPROFESSIdWAL,Sf?,VfQIiS NAPPER N0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Cal w LOT 247 PREPARED FOR ASHTON WOODS 7d m n O r"b d 0 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 'S" DESCRIPTION: LOT 239, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc_ Drown: JE Checked: JDL I P.C.: Data File:BdssonEast-Plot Date: 0 1 /28/18 1 Dwg:BrissonEast-Lot239 Order No.: — SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: RECORD COPY 1111PALLMER ELECTRIC Starlight Homes 1827 LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(31- Ml ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR 14ANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD IL GENERAL LOADS (NEC 2014-220.82(B)(I)-(4)) CONNECTED LOAD 5 40 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5 73 KVA QTY VALUE TOTAL 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 I WATER HEATER (1) J DING 4.50 4.50 KVA 0 WATER HEATER (2) R O 4.50 O I DISPOSAL(l) SPN 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) DEPAR 2 y 9 7.20 I RANGE/OVEN (2) p 1 J 12.00 12.00 KVA COOKTOP CIRCUIT # 1 v 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 480 0 40 AMP CAR CHARGER 960 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 3623 KVA IST 10 KVA (GENERAL LOADS) a 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)) 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD (NEC 2014 - 220.82(A)) 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 AMPS MI[ MiTek' RE: W P0239 - W P0239 Site Information: Customer Info: Starlight Homes Lot/Block: 239 Address: City: Sanford I I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY Project Name: W P0239 Model: 1827 Subdivision: Wyndham Preseve State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date 1 T13030976 1 A01 1/23/18 12 I T13030977 I A02 1 1/23/18 13 I T13030978 I A03 1 1 /23/18 1 14 I T13030979 J A04 1 1 /23/18 1 15 I T1303098O I A05 11 /23/18 6 1 T13030981 I A06 1/23/18 17 IT13030982IA07 1 /23/18 18 1 T 13030983 1 A08 1 1 /23/18 1 19 1 T13030984 1 A09 1 1 /23/18 110 I T13030985 J A10 1 1/23/18 11 I T13030986 1'1301 1 1 /23/18 112 1 T 130309871 602 1 1 /23/18 1 113 1 T13030988 1 CJ 1 1 1 /23/18 1 114 1 T13030989 1 CJ3 1 1/23/18 115 T13030990 1 CJ5 1 1/23/18 116 T13030991 1 EJ7 1/23/18 117 1 T13030992 1 HJ7 1 1/23/18 3FO 18_1599 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIIrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. yt93800TAE OF '. .O — • Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply WP0239 A01 HIP GIRDER 1 G 0239T13030976 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 6.13u s tsep 1S Zul T Mf I ex Industries, inc. I ue .Ian za iz:i6:54 zuio rage i ID:rbOYL3Jol CV1 U1 FgSJd63xypdA?-MPOZNOAyC2IDuHFOPm?KhkVNel33go7_uatkJWzsTrd 1-0.0 4-22 7-0-0 13.3.14 19-6-0 25-8-2 32.0.0 34.9.10 39-0-0 0- 0 0 4-2-6 2-9.10 6.3.14 6-2-2 6-2-2 6-3-1 4 2.9.10 4-2.6 1-0-4 Scale = 1 66 8 2x4 II 5x6 = 3x8 = 3x6 = 3x8 = 5.00 12 5x6 = 4 20 21 5 22 23 6 7 24 25 26 8 27 28 9 7 Nip PAP 10 P*, aI 00; MI qb' 1 a 4x6 = 19 29 30 18 17 31 32 16 33 34 35 36 IS 14 37 38 13 4x6 Sx8 = 6x8 = 2x4 11 13-3-14 Sx8 = 2x4 II 6x8 = Sx8 = 32-0-0 1 12 16 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.49 16 >931 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.14 16 >405 180 BCLL 0.0 Rep Stress Incr NO W B 0.73 Horz(TL) 0.20 11 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 441 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.0-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2942/0-8-0, 11=294110-B-0 Max Horz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11=-983(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5— 6209/2126, 5-7=-10532/3593, 7-8=-10532/3593, 8-9=-6206/2124, 9-10=-6618/2245, 10-11=-6636/2217 BOT CHORD 2-19=-1974/6017, 17-19— 3165/9503, 16-17=-3165/9503, 15-16=-3163/9496, 13-15=-3163/9496, 11-13=-1982/6014 WEBS 3-19=-1391263, 4-19=-531/1999, 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=- 683/426, 8-16=-378/1177, 8-15=0/527, B-13=-3664/1253, 9-13— 530/1996, 10-13= 140/264 NOTES- (10) 1) 2- ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 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.Opst; h=151t; Cat. II; 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. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=983, 11=983. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Cart 66U 904 Parka East Blvd. Tampa FL 33610 Data: January 23, 2018 WARNING - Vorfly dedgn pannofon and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M17-7473 rev. 10VV3201S BEFORE USE. Design Valk] for use only with Mllek® connectors. This design is posed only upon Irurarneters shown. and Is (of on IndbAdual Wilding component. not a Iniss system. Beloro arse. The Txtadllrlg designer MUST verity The applicability of design parameters and pxopetly Incorporate this design Into the overall txIDdlrlg design. Biacing Indicated Is to prevent trickling of Individual iris web and/or chord members only. Additional temporary and permanent broclny MiTek' Is always required for statllllly and to ixevent co4larme wllh possa)le p efsonal Inhay and txop erty carnage. For general guidance regarding the fabilcallon, storage. delivery, erection and tracing of trusses and iris systems. seeANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available train Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa. FL 33610 Job Truss Truss Type Oty Ply T13030976 WP0239 A01 HIP GIRDER 1 G 0239 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 a.13u s sep 1 b 2ul / MI I eK Inausirles, Inc. I ue Jan 23 1Z:16:65 20 i a rage c ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-gbxxakBayMu3VRgayTW ZEy2Y09PIZFN77EdlsyzsTrc NOTES- (10) 9) 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 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 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 19-11-4, 105 lb down and 107 lb up at 21-11-4, 105 lb down and 107 lb up at 23-11-4, 105 lb down and 107 lb up at 25-11-4, 105 lb down and 107 lb up at 27-11-4, and 105 lb down and 107 lb up at 29-11-4, and 203 lb down and 203 lb up at 32-0-0 on top chord, and 317 lb down and 109 lb up at 7-0-0. 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 19-11-4. 81 lb down at 21-11-4, 81 lb down at 23-11-4. 81 lb down at 25-11-4, 81 lb down at 27-11-4, and 81 lb down at 29-11-4, and 317 lb down and 109 lb up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-9=-54, 9-12= 54, 2-11— 20 Concentrated Loads (lb) Vert: 4=-156(B)6=-105(B)9=-156(B)19=-317(B)5=-105(B)17=-58(B)15=-58(B)8=-105(B)13=-317(B)20=-105(B)21— 105(B)22=-105(B)23=-105(B) 24=-105(B)25=-105(B)26=-105(B)27=-105(8)28=-105(B)29=-58(B)30=-58(B)31=-58(B)32=-58(B)33=-58(8)34=-58(B)35=-58(B)36=-58(B)37=-58(B) 38=-58(B) WARNING - Vorlly doslpn parameters end READ NOTES ON THIS AND INCLUDED MTTEN REFERANCE PAGE M0.7473 rev. FaV312015 BEFORE USE Design vali l for use only with Mllek® conneclors. this deslfin Is Iced only upon paiarnelers shown. and Is (of an Individual ridding component. not a truss system. Before ttse, the building designer must verity the appAlcabYlty, of design paramelers and properly Incoipoialo this design Into the overall Noci Indicated Is to buckling Indlvldttr,A trim web and/of chord members only. Additional temporary and permanent bating MiTek' building design ng prevent of Ls always requlred for stabllly and to prevent collapse wtlh possible personal Inftay and property damage. For general guldonce regarding the 6904 Parke East Blvdfabrication, storage. delivery. erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DS8-09 and SCSI Bulbding Component Tampa, FL 33610SafetyInformationavailabletrainTrussPlateInstltute. 218 N. Lee Street. Sulte 312, Alexandrla. VA 22314. Job Truss Truss Type Oty Ply T13030977 WP0239 A02 Hip 1 1 0239 Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2011 Mr I ex Industries, Inc. rue Jan 23 12:16:55 20i a rage i ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2ak90WZFB77EdlsyzsTrc 11-0•o a-9-1a s-OF. o 1s-o-9 22•11.7 30-0-0 34•2-2 3s•o-o 4o-o-q 1-0-0 a-s-1a 0 7.0.9 6-10.13 7-0-9 a-z-z a-s-1a o-0 56 = 5.00 12 3x8 = 3x6 = 2x4 11 5xe = Scale = 1:67.2 2x4 ZZ 2x4 i 3 9 2 11 3x6 = 17 16 15 14 13 12 3x6 = 3x8 = 3x8 MT20HS = 2x4 11 5x8 = 4x6 = 3x4 = 11.7 LOADING (psf) SPACING- 2-0-0 CST. DEFL. In (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.34 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.84 14-15 >548 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W B 0.75 Horz(TL) 0.23 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 190 Ito FT = 20% LUMBER- BRACING - TOP CHORD 20 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 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Harz 2=58(LC 16) Max Uplift 2=-411(LC 8). 10=-411(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4=-2802/1628, 4-5=-2576/1566, 5-7=-3527/2115, 7-8=-3527/2115, 8-9_ 2802/1628, 9-10— 3009/1787 BOT CHORD 2-17=-1520/2707, 15-17=-1867/3526, 14-15=-1867/3526, 12-14=-1307/2555, 10-12=-1537/2708 WEBS 3-17— 181/253, 4-17=-358l765, 5-17=-1170/634, 5-15=0/261, 7-14=-397/344, 8.14=-643/1191, 8-12=-56/353, 9-12=-1831254 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=4.2psh BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 6I=1b) 2=411,10=411. 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 Parka East Blvd. Tampa FL 33610 Date: January 23,2018 0 WARNING - Vorfly daatpn paramoters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. t awvolS BEFORE USE. Design valid for use oNy with Mllek®connecfors. This design Is toned only upon parametersshown. and Is lot an individual building cornpononh. not a Truss system. Before use, the bxllding designer must verity tho ap plicabalty of design p otameleis and properly Incorporate this design Into the overall 1rNding design. Bracing Indicated Is to prevent bucking of individual truss web and/or chord members only. Additional temporary and pennanenl bracing MiTek' Is always reciulred tot stablllly and to prevent collapse with passable personal Ink" and property damage. for general guidance regarding the fatx1callon. storage, delivery, eiecllon and bracing of trusses and Truss systems, seeANSI/TPII Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instilufe. 218 N Lee Sheol. Sulle 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0239 T13030978 WP0239 A03 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 201 / Mr f ex Industries, Inc. 1 ue ,Ian 23 12:1 o:5t 201ia rage i ID: rbOYL3Jol CVt U1 FgSJd63xypdA?-n_3i?ODgUz8nll_y4uY1JN7zry5H19JOaY60wrzsTra 11- 0-0 5.9.14 11-0-0 16-8-0 22.4.0 , _ 28.0.0 33-2-2 39-0-0 40.0.0 0- 0 5.9-14 5-2.2 5.8-0 5-8-0 5-2-2 5 9-14 3x6 5x6 = 3x4 = 3x6 — 3x4 = 5x6 = 5. 00 F1 2 4 5 6 7 8 16 - 5x6 wB= 3x8 = 3x4 = 12 3x8 = 5x6 WB= Scale = 1.66.9 3x6 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.32 2-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.88 2-16 >521 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.20 10 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puffins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. 13- 15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=70(LC 12) Max Uplift 2=-391(LC 8). 10=-391(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1802, 3-4=-2659/1565, 4-5— 2422/1508, 5-7=-2926/1793, 7-8=-2422/1508, B- 9=-2659/1565, 9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 14-16= 1509/2883, 12-14=-1511/2883, 10-12= 1544/2690 WEBS 3-16=-327/379, 4-16=-353/735, 5-16=-703/396, 7-12=-703/396, 8-12=-353/735, 9- 12=-327/378 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl= 0.18; MW FRS (envelope) and C-C Extedor(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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 2= 391, 10=391. 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.38380 MITek USA, Inc. FL Cert 66$4 8904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Vorlry design petamoton: and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE Ma-7473 rov. IMAMS BEFORE USE. Design valid tot use only with IvaleM conneclos. This design Is tx ned oNy upon pmarneters shown. and Is for an Indlvdual building component. not a frtm system. Belono Lae. the txdlding designer must verity the applicability of design parameters and property Incorporate this design Into the overall btAdhKp design. Bracing Indicated Is to Ixevent Ixicklklg of Individual frus web and/or chord members only. Additional temporary and permanent txocing M iTek' is always required to slat11llty and to prevent collapse with Ioss[LAo personal elhtn' and property damage. For general guidance regarding the fab ilcallon. storage, delivery, erection and bracing of cruses and fnis sysfems, seeANS1/TPI I Quality Criteria, DSa-89 and SCSI Buliding Component 6904 Parke East Blvd. Safety Information avdlahle from truss Plate Institute. 218 N Lee Street. Suite 312. Alexaodda. VA 223)4. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0239 A04 Hip 1 1b P0239T13030979 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B.13u S 5ep 15 2u1 / MI I ek Industries, Inc. I ue Jan 23 i2:16:58 20i8 rage 1 ID:rbOYL3Jo1 CV1 U1 FgSJd63xypdA?•FAd4DmDSFHGeMuZ9ec3Gsag6AMS?mjrapCrySHzsTrZ 1.0.0 7.3.2 13-0-0 19.6-0 26-0.0 31-8-14 39.0-0 0.0- 0.0 7.3.2 5-8-14 6-6-0 6.6 0 5-8-14 7.3-2 0- i1 3x6 = 5x6 = 3x4 = 36 = 2x4 II 12 3x8 = Sx6 = Us = 3x4 = Scale = 1:67 2 jM = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) 0.68 10-12 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.17 8 n/a rVa BCDL 10.0 Code FBC2014rrP12007 Matrix-SH Weight: 184Ito FT=20*% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11-13. 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=149008-0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2969/1780, 3-4=-2720/1661, 4-5— 2545/1628, 5-6— 2545/1628, 6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2-14_ 1501/2670, 12-14=-1113/2206, 10-12=-1116/2206, 8-10=-1511/2670 WEBS 3-14=-328/389, 4-14=-263/537, 4-12=-220/581, 5-12=-399/339, 6-12=-220/581, 6-10=-263/537, 7-10=-328/389 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 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 at=lb) 2=371,8=371. 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 8904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNHVG • Verily daslpn parameters and READ NOTES ON THIS AND wCLUDED MrrEK REFERANCE PAGE MB4473 rov. la*312015 BEFORE USE. Design vaild for use only with Milek® connectors. flits design Is tamed orgy upon parametersshown. and Is for an IndlVldual buildingcomponent. not a truss system. Before rise. the building designer mrrst Verify the applicability of design ponciineleis and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual lass web and/or chard members only. Additional temporary and permanent bracing MiTek' 6 always required for stability and to prevent collapse wllh passable personal Injury and properly damage. For general guidance iogarding the labricallon. storage, delivery. erection and bracing of Ines and inks 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. Sidle 312, Nexandrla. VA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0239 A05 Hip 1 1b P0239T13030980 Reference (optional euilaers rirsl5ource, I ampa, viant L iry, rionoa aaaoo 1.0- 7-9-14 1' 1.04 7-9.14 7 ID:rb0YL3Jo1CV1U1FgSJd63xypdA?-jNBS06E40b0V 28LBJaV0oDFamIRV7112sbV? Scale = 1 68.3 5.00 12 56 = 2x4 II 56 = 5 6 7 3x6 = ... ... .. - 14- 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 11-2 LOADING (PSI) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TIC 0.92 BC 0.99 WB 0.50 Matrix-SH DEFL. Ven(LL) Vert(TL) Horz(TL) In (loc) Well Ud 0.32 14-16 >999 240 0.70 14-16 >658 180 0.17 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 189 lb FT = 20°b 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. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-5=-2738/1724, 5-6= 2184/1457, 6-7— 2184/1457, 7-9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2-16=-1 514/2667,14-16=-1012/2038, 12-14=-1014/2038, 10-12=-1524/2667 WEBS 3-16=-382/447, 5-16=-403/670, 5-14=-80/420, 6-14— 250/187, 7-14=-80/420, 7-12=-403/670, 9-12=-383/447 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )olnt(s) except Qt=lb) 2=369,10=369. 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 Parklf East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MTFEK REFERANCE PAGE 11,111.7473 rev. faNM15 BEFORE USE. Design valid for use only will) Mllek® conneclors. 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 verlty the applicability of design parameters and properly Incorporate this design Into The overall building design. Biactng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addltional temporary and permanent bracing WOW Isalways required for stability and to prevent collapse with possible personal "and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and tnm systems. seeANSI/1PI I Quality Criteria, DS8-B9 and 6CS1 Building Component 6904 Parke East Blvd. Safety Information avallabte hom truss Plato Institute. 218 N. Lee Street. Su lle 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0239 A06 Hip 1 1 0239T13030981 Reference (optional) Builders FtrsiSource, Tampa, Plant City, Florida 33566 a.iju s oep 15 Zur r Mir ex maasrneb, mc. i urr dour co 1.11. <v.o Faye . ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-BZlgeRFinuW McCiX115kx?ITzA7xEaOsHW K3XAzsTrX 1-0- 8.0.9 13-4.4 17.0-0 19.6.0 22-0.0 25.7-12 27-5-6 30.11.7 2-10-13 39-0.0 40-0- 0-tl 5.3-11 3-7-12 2-6-0 2-6.0 3-7-12 ' 1-9-10 3-fr1 1-11.6 6.1.3 1 - 5.00 F 12 5x8 = 3x8 II Sx8 = Scale = 1:68.1 3x6 !:- . a .. — — 76 . __ 3x6 c 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = LOADING (psi) SPACING- 2-0-0 CST. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.29 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.75 12-14 >609 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-SH Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. 6-8: 2x6 SP M 26, 1-4.10-13: 2x4 SP No.I BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. BOT CHORD 20 SP No.1 'Except' WEBS 1 Row at midpt 5-16, 9-16 15-17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max Horz 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2935/1795, 3-5=-2698/1712, 5-6=-1919/1302, 6-7=-1749/1239, 7-8=-1749/1239, 8-9=-1919/1302, 9-11=-2698/1712, 11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12-14— 1515/2637 WEBS 3-18=-356/404, 5-18=-311/567, 5-16=-584/438, 9-16=-584/438, 9-14=-311/567, 11 - 1 4=-356/404, 7-16=-529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=383, 12=383. 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. Afbani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING -Verify doaign paramotors and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 rov. 1=3V2016 BEFORE USE. Design valid for use only with MI lek® connectors this design B based only upon parameters shown. and Is for an Individual building component, not a Inrss system. Before uso. the building designer must verify the applicability of design paramelers and property Incorporale this design Into the overall brrllding design. Bractrtg Indicated Is to prevent buckling of Individual muss web and/or chord members oNy. Additional lemporary and permanent bracing MiTek' Is always required for slablllty and to prevent collapse with possible personal lrNay and property damage. For general gtddalce regarding the fabrication. storago. delivery, erection and bracing of InrSSCS and fnrss systems, sec-ANSI/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, Alexandrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0239 T13030982 W P0239 A07 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. I ue Jan 23 12:17:01 2018 Page I ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA7-flJCrnGLYCeDDMHkJkdzTDIcBZTAzyUOVA4c3czsTrW 24o-0 0-0 fi-o-a 13.4-4 19.00 jg6:rO 25.742 30.1+-9 39.0.0 40-00 1-00 fibs 53-11 5-7.12 6.0 5712 S&11 - - &0.6 0-6.0 Scale = 1:67.9 3x6 II 3x6 = 3x6 = 500 12 678 4x6 = 3x4 = 3x8 = 3x4 = 4x6 = 20-0-0 10.6.5 19-0-0 i9.6,0, 28-5-11 39.60 10.&5 8-5-71 8-5.11 10•GS ' LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.85 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 10.0 Code FBC2014/rP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-4,10-13: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 12=149010-8-0 Max Horz 2=-116(LC 17) Max Uplift 2=-396(LC 12), 12=-396(LC 13) DEFL. In (loc) Weil Ud Vert(LL)-0.2616-18 >999 240 Vert(TL) -0.74 2-18 >626 180 Horz(TL) 0.17 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 189 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. WEBS 1 Row at micipt 5-16, 9-16 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2927/1809, 3-5=-2698/1733, 5-6=-1894/1302, 6-7=-1692/1261, 7-8=-1692/1261, 8-9=-1894/1302, 9-11 =-2698/1733,11-12— 2927/1809 BOT CHORD 2-18=-1517/2628, 16-18=-1164/2188, 14-16=-1167/2188, 12-14— 1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5-16=-690/546, 9-16=-690/546, 9-14=-287/551, 11-14=-330/377, 7-16=-675/1063 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpl=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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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=396, 12=396. 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 69U Parke Ent Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Verily dosign peramoters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE 111II.7473 rov. 10rD =15 BEFORE USE. Design valkl for use only with Will connectors. Ms design Is based only upon paiamelers shown. and Is for an individual building component, not a inrss systern. More use, the building designer rntnl vedty the appilcablilly of design parameters and poperly Incorporate this design Into the overall building design. Racing Indicated Is to buckling of IndlviclUd farm web and/or chord members oNy. Additional temporary and permanent bracing MiTek' prevent Is always required for slablllly and to prevent collapse with possible personal Injury and ixopeny damage. For general guidance regarding the fab licalloR storage. dellvery, eieclion and Ixacing of Ines and tarn systems. seeANSI/TPI I Quality Criteria. DS8-E9 and 6CS1 Wilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Sulte 312. Nexarldda. VA 22314. Tempo, FL 33610 Job Truss Truss Type City Ply WP0239 A08 Common 13 1b 1302311T13030983 Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.1 su s Sep 1 b zu1 I Mi i ex industries, inc. i ue .tan 23 1 z: i r:ua za i a raye i ID:rbOYL3Jo1CV 1 U1 FgSJd63xypdA?-bSQzGTHb4puxTgR6091RZeNxPN9cRrOJzUZj8Uz$TrU 1-0- 8-0-15 13.4-5 19-6.0 25.7.11 30-11-1 39-0-0 0.0- 1-0. 8-0-15 5-3-6 6.1.11 6-1-11 53-6 8.015 0 5.00 F12 4x6 = 3x4 = 56 = 3x8 = 3x4 = 4x6 = Scale = 1 65 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.26 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.74 10-12 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 190lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at micipt 7-14, 5-14 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5-6=-1892/1307, 6-7=-1892/1307, 7-9=-2697/1739, 9-1 0=-2941/1812 BOT CHORD 2-16= 1519/2625, 14-16=-1172/2191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=-693/1080, 7-14=-699/559, 7-12_ 285/549, 9-12— 328/372, 5-14— 699/559, 5-16=-285/549, 3-16=-328/372 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) 2=399, 10=399. 6) '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 CeR 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Vorlly doslpn Pa tr;ators &nd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rov. idldM15 BEFORE USE. Design valid tot use only vAlh Mllek0 connectors. Thh design Is txssea only upon patameters shown, and is tot do IrxllvWual building component, not o hula system. Before trse. the IxAc ng designer murst verity the applicability of design prnameters and property Incorpoiale this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndNldual truss web and/or chord members only. Additional temporary and permanent txming WOW is always requiied lot slablllty and to prevent collapse with possible personal Injury and property damage. For general guidance tegarcling the fabrication, storage. delivery. erection and tracing of Inisses and truss systems, sec-ANSI/TPII Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. Lee Street. Sulle 312. Alexandria, VA 22314 Tampa. FL 33610 Job Truss Truss Type City Ply 130239T13030984 WP0239 A09 Common 6 1b Reference (optional) Builders FtrstSource, Tampa, Plant City, Florida 33566 n. f 3u s bep f b zuf f mi i ex industries, inc. i ue dan 23 1 z. i r:uo 20 i a rage i I D:rbOYL3Jo 1 C V 1 U 1 FgSJd63xypdA?-Oj65uV KTNkG W K7Ah6HC8AG?YKaH5eHwifSnN1 pzsTrR 1-0- 6-9-14 13.0.0 19-6-0 26-0-0 32-2-2 39.0-0 0.0- 0 6-9-14 6.2.2 6 6.0 6-6-0 6-2-2 6.9-14 -O 5.00 F12 20 11 3x6 = 3x4 = 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 FBC2014ITP12007 5x6 = 6x8 = 3x4 = 3x6 = CST. DEFL. In (loc) Well Ud TC 0.51 Vert(LL) 0.0510-12 999 240 BC 0.41 Vert(TL) 0.14 10.12 999 180 WB 0.55 HOrz(fL) 0.02 10 n/a n/a Matrix-SH Scale = 1 65.7 2x4 11 PLATES GRIP MT20 244/190 Weight: 203 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9.9 oc purfins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 6-15, 7-15, 5-15 REACTIONS. All bearings 0-8-0. lb) - Max Harz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1), 16=738(LC 23), 10=583(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-402/186, 3-5=-130/447, 5-6— 160/594, 6-7=-161/595, 9-10=-819/453 BOT CHORD 2-18— 110/308, 16-18=-110/308, 15-16=-353/391, 12-'14=-301/689, 10-12=-301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7-14=-153/438, 9-14=-613/467, 9-12=0/273, 5-15=-238/251, 5-16=-355/174, 3-16=-629/477, 3-18=0/274 NOTES- (6) 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=1511; Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 15, 240 lb uplift at joint 16 and 187 lb uplift at joint 10. 6) '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.' 1 6 Thomas A. Albani PE No.39380 MITsk USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEN REFERANCE PAGE M0.7473 rev. 10/03Q015 BEFORE USE. Design vatkf for use only with Ivalek9 connectors M design Is based only upon pmamelers shown, and is lot an Individual building component. not a IRrss syslem. Before use, the txdldlrK) desfgnei must vedty Ito aln>ltuab lilty of design parameters and properly Incorporate this design Into the oveiall building design. 0actrtg Indicated is to preveni buckling of IndMdud truss web and/or chord members ordy. Additional Temporary and permanent bracing WOW Is always tegrdred for stability and to fxevenl collapse with posUe personal Initay and properly damage. For general guidance regarding the 6904 Parke East Blvd. fabfication, storage, delivery, erection and twocing of Misses and rus systems. soaANSI/rPI I Quality Criteria, DSa-a9 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromhusPlateInstitute, 218 N. Lee Street. Suite 312. Alexandda, VA 22314 Job Truss Truss Type Oty Ply WP0239 T13030985 W P0239 A10 GABLE 1 1 Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 8.13o s Sep 15 2ol 7 Mt I etc inclusines, Inc. I ue .Ian 23 1 z:1 i:ua 2018 L I D:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-y5EsJALkvM W DZR K4 Di FcGh5rZOrz6F126mGU F i1.0-0 B•0.15 13-4-5 19-6-0 25-7-11 1 30-11-1 39-0.0 40-0 0- B-0-15 5-3-6 6-1.11 6-1-11 5-3.6 8-0.15 1 -0- 5x6 = 5.00 12 Scale = 1.68.6 3x6 = 3x4 = US = '. .. .` 3x6 = 24 23 22 21 20 19 18 4f 105 15 14 3x4 = 3x6 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.24 10-12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) 0.65 10-12 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 10 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 12-14,10-12. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except Qt=length) 10=0-8-0 lb) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24 except 14= 411(LC 13), 2D=-278(LC 12), 15=-111(LC 18), 10=-191(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 19, 21, 22, 23. 24 except 14=1517(LC 1). 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown. TOP CHORD 3-5=-52/269, 5-6=-122/528. 6-7=-122/529, 7-9=-470/363, 9-10= 725/442 BOT CHORD 19-20=-238 308, 17-19=-238/308, 16-17=-238/308, 15-16=-238/308, 14-15=-238/308, 10-12=-2731597 WEBS 6-14=-679/389, 7-14_ 728/578, 7-12=-313/589, 9-12— 369/402, 5-14=-308/323, 5-20=-185/252, 3- 20=-360/412 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., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23. 24 except Qt=lb) 14=411, 20= 278, 15=111, 10=191. 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.393E0 MiTek USA, Inc. FL Cart 66$4 6904 Parke East Bud. Tampa FL 33610 Date: January 23,2018 Q WARNING . Voriry daclgn paramorore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rov. f aV3/201 S BEFORE USE. Design vaild for use only with WIek® connectors INs design Is based only upon parameters shown. and Is for an Individual LwYtling component. not Et a hubs system. Before use, the lending designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent baclrg WOW prevent is always required forstability and to prevent collapse with possible personal trufuoy and property damage. For general guidance regarding the 6904 Parke East Blvd. fabodcaflon, storage. delivery, erection andbracingofcrusesandtrusssystems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI euBding Component Ternpa. FL 33610 Safety Information available from TrussPlateInstitute. 218 N. Lee Streef. Srdle 312, Nexanclrla. VA 22314. Job Truss Truss Type City Ply WP0239 B01 Common Supported Gable 1 1b 1302111' T13030986 Reference o lional Builders FirstSource, Tampa, Plant City, Florida 33566 8.13u s sep 15 zu1 i Mi i ex Industries, Inc. r ue .Ian zs 1 z:1 r:09 2018 Page 1 I D:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA7-OIoEX W MMffe4BbuGnOmrovdBOoObrlJBLO01 L8zsTrO 1-0-0 10.0-0 20-0-0 21-0-0 1-0-0 10-0-0 10-0-0 Scale = 1:35.3 4x6 = 3x4 = 18 17 16 15 14 13 12 3x4 = 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 ri/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Verl(TL) 0.01 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH PLATES GRIP MT20 244/190 Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20.0-0. lb) - Max Horz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=288(LC 23), 12=288(LC 24) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) N/A 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.' Ig Thomas A. Afbani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: January 23,2018 Q WARNING - Varily dadpn ptrnmetors end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111.7473 mv. faawol!5 BEFORE USE. D sign valld lot use oNy with MI lek®connocfors. INs design Is IXUGd oNy upon pararnefers shown. and Is for an kndivldtral txrlding cornpomenf, not a Inns system Before use, the Ixdldlng designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. ®achij Indicated is to prevent buckling of IndlvWu al truss web and/or chord members only. Additional temporary and permanent tracing WOW Is always recored lot stability and to prevent collapse with possible personal trtfiay and properly damage. For general guidance regarding the fabricalbn, storage, delivery, erection and bfaclny of trusses and Inns systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Inslitute. 218 N. Lee Street, Suite 312. Alexandra. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply P0239 B02 Common 2 1 0239T1W Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5.130 s Sep 1 b Lot i MI I ek industries, Inc. I ue uan 23 iz.1 r t u 20i 8 rage i ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN_QzmxpkTSL7H4L6AFkCX?aAOLa4lauazsTrN 1-0-0 5.5.0 10-0-0 14-7-0 20-0-0 21.0.0 1-0-0 5.5-0 4-7-0 4-7-0 5-5-0 1-0-0 4x6 = 3x6 = JXb = Sx8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 7.0 Lumber DOL 1.25 BC 0.93 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=787/0-8-0, 6=787/0-8-0 Max Harz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6= 216(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849, 3-4=-997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6-8=-681/1172 WEBS 4-8=-247/533, 5-8=-354/366, 3-8=-354/366 Scale = 1:35.3 DEFL. in (loc) Well Ud PLATES GRIP Vert(ILL) -0.16 6-8 >999 240 MT20 244/190 Vert(TL) -0.43 6-8 >534 180 Horz(TL) 0.05 6 n/a n/a Weight: 86 Ito FT = 20%. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8.11 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- (6) 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 Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=216, 6=216. 6) '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.' Ig Thomas A. Aibani PE No.39380 MiT*k USA, Inc. FL Cart 6634 6304 Park# East Blvd. Tampa FL 33610 Data: January 23,2018 WARNING - Verlry dos/gn parnmofom and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M111-7473 rev. 10MWIS BEFORE USE Design valid for use only with Mllek® connectors. This design Is based ody upon pwamefers shown, and Is for an individual bllding component. not a truss system. Before use, the txlldlrlg designer must verity the (y)plkabalty of design ixnameters and properly fncoq,orafe this design Into the overall txllding design. Bracing Indicated Is to ixevent buckling of IrldMdual Inin web and/or chord members only. Addllional lernporary and permanent lxaclrlg AMiTek' Is always requited for stabllity and to prevent collapse wllh possible personal it*" and rxoperty damage For general guidance regarding the fatxlcatlon, storage. delivery, erecllon and txacing of frusses and Imes systems, soeANSI/TPII Quality Criteria, DS8-89 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 Oty Ply WP0239 T13030988 WP0239 CJ1 Jack -Open 4 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 u.1 au s sep 15 zui I Mi l eK Industries, inc. rue dan 23 12:1 I: ie zu i a rage i ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-uULcksN_OzmxpkTSL7H4L6AKtCINaDZL841auazsTrN 1.0.0 1.0.0 1-0-0 1-0.0 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-P 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 Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Stale = 1:6.5 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(TL) -0.00 2 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 5 lb FT = 20"6 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 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., GCpl=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) '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.393E0 MiTsk USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 3361D Date: January 23,2018 WARNING- Vor1ly doslpn pararmfont and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MIF7473 rov. fa=,2015 BEFORE USE. Design vdltl for use ordy with Mllek® connectors. Brls design Is based only upon parameters shown. and Is for an bidlvldual building component. not a huss system. Before use, the building designer rnust verity the applicabilityplicability of design pmamoters and property bicorpoiate this design Into the overall bxAldIng design. Bracing Indicated Is to prevent turckling of Individual truss web and/or chord members only Addlllorlal temporary and permanent txaclryj WOW is always regtdred for slablilty and to prevent collapse with possl)le personal "and property damage For general guidance regardIng the 6904 Parke East Blvd. fatxk;afbn, storage, dellvery. erection and bracing of frames and truss systems, seeANSVTPI I Quality Criteria. DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationovallatAehorntrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0239 T13030989 WP0239 CJ3 Jack -Open 4 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek industries, Inc. l ue Jan 23 12:17:11 2018 Page 1 I D:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-Mgv_xCOcBHvoQu2luroJtKlVzb4ZJfpUokV801 zsTrM 1- 0-0 3-0-0 1- 0-0 3-0-0 2x4 = LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.8 7 o_ N DEFL. in (loc) Udell Ud PLATES GRIP Vert( LL) -0.00 2-4 >999 240 MT20 244/190 Vert( TL) -0.01 2-4 >999 180 Horz( TL) -0.00 3 rVa n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- ( 6) 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., GCpl= 0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 Ito uplift at joint(s) 3, 2. 6) ' 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.393E0 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING- Verily desgn pammotere and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M17-7477 rov. I aW2015 BEFORE USE. Design valid for use only Win MllekO connectors. this design is based only upon parameters shown. and Is for an Individual buYding component. not a Inns system. Beloro Use. tho building designer must verity the applicablilty, of design parameters and Ixopeny 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 [)facing MOW Is always regldred for stability and to rrevent collapse wllh possible personal Inlay and property damage. For general giAdance regarding the fabrMatlon, sdonage, delivery, erection and bracing of trusses and trips systems, seeANSI/TPI I Quality Criteria, OSB-09 and SCSI Building Component 6901 Parke East Blvd. Safety Information available (Tom truss Plate Institute. 218 N. Lee Sheet. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply WP0239 T13030990 WP0239 CJS Jack -Open 4 1 Job Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.190 s bep 15 2ol7 MI I ex Industries, Inc. i ue uan 23 12:i7:12 2018 rage 1 I D: rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-rtTM9YOEya 1 f22drSYJYQXFbb?Mv263d 1 OE hyTzsTrL 1-0-0 5.0-0 r 1-0-0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014rrP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Hoyt 2=91(LC 12) Max Uplift 3=-81(LC 12), 2— 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.9 DEFL. in (loc) Vdefl Ud PLATES GRIP Veri(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(TL) -0.07 2-4 >820 180 Horz(TL) -0.00 3 n/a n/a Weight: 17 lb FT = 2046 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(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 joinl(s) 3, 2. 6) '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 MiTO USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 23,2018 Q WARNING - Vodfy dosfpn peremofW$ end READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII.7477 rov. f 0A) MIS BEFORE USE. Design valid for use only with Mllek® connectors. this design Is basecl only upon parameters shown. and Is for an Indlvldual building component, not a hruss system. Before rise, the building designer mint verify the applicability of design rxtrameters and property Incorporate this design Into the overall design. Biactng Indicated Is to buckling Individual Miss web and/or chord members only. Ackflllorlal temporary and permanent bracing WOW1xu0dingpreventof Is always requlred for stablllly and to provent collapse wllh possible personal ft#iry and property darnage. For general guidance regarding the 6904 Parke East BNdfabrication, storage. delivery, erection and bracing of inures and truss systems, seeANSVIPI I Quality Criteria, DSB-E9 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussRateInstllute- 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply W P0239 EJ7 Jack -Open 14b 130239T13030991 Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 8.ijv s sep lb zul7 Mi i etc mausures, mc. i ue dan zs rc. r r: rc c0 io rage l I D-rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-rtTM9YOEya i f 22drSYJYOXFXT?JT263d 1 OEhyTzsTrL 1.0.0 7.0.0 1-0-0 7.0.0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Harz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. in loc) Vdefl Ud PLATES GRIP Vert(LL) 0.10 2-4 772 240 MT20 244/190 Vert(TL) 0.24 2-4 337 180 Horz(TL) 0.00 3 n/a n/a Weight: 23 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2 except gt=lb) 3=102. 6) '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 8904 Parke East Blvd. Tampa FL 33610 Dab: January 23,2018 Q WARNING - Vorlly doslpn paramotors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mn-7473 mv. 1411413MIS BEFORE USE. Design valid for use only with Mllek® conneclors. This design Is txaed only upon parameters shown. and Is for car Individual building component, not a Truss system. Before use. the Ixlldlng designer mcrst verity the appllcabalty of design pnrarnelers and properly incorporate this design Into the overall building design. Bracalg indicated is to prevent buckling of Individual Truss web and/or chord members only. Addltbnal lempoiary and permanent bracing WOW Is always required for statAlly and to prevent colladxe with {xnsIble personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrk:c lion. slorcrgo, delivery, erection and bracing of Trusses and tniss systems, seeANSVTP1I Quality Criteria, DSB-89 and SCSI Building Component Tempo. FL 33610SafetyInformationavailablefrombrasPlatoInstitute, 218 N. Leo Street. Sulle 312. Alexandria. VA 22314 Job Truss Truss Type City Ply WP0239 T13030992 WP0239 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, T ampa, F'iant city, I-ionaa j;jbbb o. i ou b Oep r a cv r f IVrr r — 111U rrr-. 111- — all . ' uvo , ID:rbOYL3Jo1CV1 U1 FgSJd63xypdA?-J311MuPsju9WgCC10FgnzlomAPdinVInG2_FUvzsTrK 1-5-0 5-2-9 9.10.1 1-5-0 5-2-9 4.7-8 Scale = 1:21.2 2x4 = 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 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 n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0-10-15, 5=288/Mechanlcal Max Horz 2=131(LC 4) Max Uplift 4=-87(LC 4), 2=-145(LC 4), 5— 81(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-769/218 BOT CHORD 2-7— 276l707, 6-7_ 276/707 WEBS 3-7=0/308, 3-6=-761/297 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpf=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.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 Ito uplift at joint(s) 4, 5 except 01=1b) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50lb down and 87lb 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. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10= 75(F— 38, B=-38) 13=-36(F= 18, B=-18) Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL Ceft 6634 904 Parks East Blvd. Tampa FL 33610 Date: January 23,2018 WARNING - Verify design peramofora and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 mv. raSMI S BEFORE USE. Design valld for aye only with Mllck® connectors. Ihls design Is based only upon p7rameters shown. and Is for an Individual b ulding component. not a Inrss systern. Before use. the building designer must verify the applllcabaity of design parameters and properly Incorpotate this design into the overall bxAding design. I acing Indicated Is to prevent buckling of Individual tnrs web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Wray and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of Inraes and truss systems. seeANSUrPI I Quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Symbols I Numbering System I A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0—r/ 1d' I - For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. CEM Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek" MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing. Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purllns provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less. if no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. a :! 6EARW6 HEIGHT 5GHEOULE 39-0-0 i11 IT p I CJ m m M1 m Ln u u CJ3 CJ5 tip? n u I Ln u u CJ CJ J 1 m cpI I R01 R02 R03 R04 R05 R06 R07 m 10 m m R08 Ln a 1.6 v'1 R09 RIO B02 m m nB02 5-8-0 13-4-0 O NOTE5: L) REFER TO 1OD 91 (RECONEADATION5 FOR HANDLM INSTALLATION AND TEMPORARY DRACW6.) REFER TO EN61MEERED DRAWIN66 FOR PE11M M DRACING REQUIRED. 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMPIG) MUST DE LOAPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACUJG REQUIREMENTS. 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DUI DER. 4 ) ALL TRUSSES ARE OES16NED FOR 7 o c. MAXILLNU 5PALIN6. UNLESS OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARIM. UNLESS OTHERWISE NOTED. 6) 5Y42 TRUSSES MU5T DE INSTALLED WITH THE TOP DEIN6 UP 7.) ALL ROOF TRUSS HANGERS TO DE 51MP50N KTU26 UNLESS OTHERWISE NOTED ALL FLOOR TRU55 HAN6ER5 TO DE 5DAP50N TKA422 UNLESS OTHERWI5E NOTED 5.) DEAMMEADERULINTEL (NOR) TO DE FURMSHED DY DUILOE . SHOP DRAWING APPROVAL M LAYOUT 15 THE 50.E 501KE FOR FADMATION OF TRIfffi AND VaD5 ALL PREVIOUS AUTECTURAL OR ME TRUSS LAYOUTS REVIEW AND APPROVAL OF THS LAYOUT M6T DE RECEIVED DEFORE ANY TMSSES WILL DE DUCT. VEIIFY ALL CONDI11015 TO UdSURE AGAINST CHANGES THAT WDL RESLLT DU EXTRA CAM6E5 TO YOU tgmul Odra) On.: 0n Builders FirstSource Orlando PHONE. 407-851-2100 FAX 407-851-7111 Plant Glty PHONE. 813-759-5951 FAX 813-752-1532 DUIL ER. Starlight Homes L 1827 W AOOtM WP0239 uun NT 1-23-18 Josh RECORD COPY D City, of Sanford Building and Fire Prevention Product Approval Specification Form v\LD/NG Permit # # 1 8- 1 3 99 SANS- ORD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC 171-15036-132 Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R 12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product DWWi 'tion(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER I FL3792-RlO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-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 I Log In User Registration Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. dFlorida a w Product Approval USER: Public User ASrgao Product Aooroval Menu > Product or Aoolication Search > Aoollcation List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 i 419) 298-1740 rickw@rwbldgconsultants.com L " •, Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative r Address/Phone/Email tr Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received i Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL15036 R2 COI (b) Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard J S. ASTM D1929 1' ASTM D2843 1} ASTM D635 r. ASTM E1300 ASTM E84 ASTM G26 TAS 202 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15036 RZ Eouiv (b) Eau"valency of Standards.odf f Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx Year 1996 1999 2003 2004 2000 1995 1994 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 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 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 pp icu 15036.6 f. ClassicCraft Fiberglass Door Limits of Use_ Approved for use in HVHZ: Yes Approveduse outside HVHZ: Yes. i' for Impact Resistant: No Design Pressure: N/A,—_ OOther: See INST 15036.6 for Design Pressure Ratings, any T_ s.. additional use' -limitations, installation instructions"and product) particulars.)'— _-- _---- — — — A — — - Description 6' 8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing ( X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6' 8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6' 8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval15036.3.odf 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.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6' 8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 11 (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) Eval 15036.5.odf 8' 0 "Non -Impact" Opaque Single Fiberglass D2or- Outswing Inswing ( X),Configuration) Installation Instructions ___ FL15036 R2 11 (a) Inst 15036.6.p 1f) Verified By: Lyndon F. Schmidt, P.E. 43 04 9Created by Independent Third Party: Mess_ Evaluation ReportST_ FL15036 R2 AE (a)Eval 15036.6.odf Created by Independent Third Party: Yes) 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `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 emalls 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 dick here_ Product Approval Accepts: Wa. 0 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.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 Phonc 813.659.9197 Florida Board of Profcssional Enginccrs Ccrtificnic of Authorization No 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "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 borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 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 "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. 9. See drawing FL-15036.6 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E pllalID816 Signed & Sealed by Qoe000 .........• SCi &f 0!; Lyndon F. Schmidt, P.E. 0010 No 43409 fir • L:/ : / zY 9 sTA r_ ofE •=/ Lyndon F. Schmidt, P.E. P . •ti ' FL PE No. 43409 ii S • O R 1 ; • ?\ e 10/16/2017 er` 4 f0 J A9 000 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 "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 439 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 3 #33 under the active door do not meet the wafer infiltration requirements for the "HVHT'. 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 a less than 45 degrees. TABLE Of CONTENTS SHEET# DESCRIPTION 1 Typical elevations. desgn pressures d general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction b 1 Frame anchoring - I X buck masonry construction 7 1 Bill of Materials d Components 37.5' MAX. OVERALL WIDTH Z 33 O m m w = b P OVERALL, ` DESIGN PRESSURE-(PSF SWINGS FRAME'_ DIMENSION-'' POSRNE-:. NEGATIVE: INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 h N 4 O 0E3i DATE. 02/24/12 STATE: N.T.S. DWG BY: JK CHX. er LFS DrawD,o NO. FL-15036.6 SHEET 1 OF 7 EXTERIOR 46 44 INTERIOR 1 HORIZONTAL CROSS SECTION 36.0" MAX. 2 DOOR PANELWIDTH 2 2 0310 m o y z O e O o e i 2 TOp RAIL LATCH Si1lEO4Zo--- u G u viP O I- 1.44r 1.48' I d 10 DOOR PANEL o Closyccraft ti i,.,•''t P NOTE' WOOD DOOR COMPONENTS: OAK (SG>=0.67) z HINGE STILE 4S BOTTOM RAIL EXTERIOR N c 4`•6jO 0 at n J > m A 11111. 111 U a .. 0 v 2 U gta 9mOoui6oa c a a4 oZ 1 a INTERIOR 2 VERTICAL CROSS SECTION 2 DATE: 02/24/12 Sciuc N.T.S. DWG. BY: JK CMC n: LFS DUWwG NO FL-15036.6 SHEET 2 OF 7 in12 1-1/4-MIN. `` O':'' m 4 4 FMB. (TYP.I z A. a 20 °.:; u Gin L N p no m 2 UN •: 8 5 = o=0 c° m 40 ow oa 21 INTERIOR 7 " m a 0. m V 4 1 Q $go O 3a 3 3 3 •' ° cco z 17 zo EXTERIOR 10 H $N s o W 10 S m N 9 E w =o d 3 HORIZONTAL CROSS SECTION m Q U Shownw/IX sub -buck I-I/4'MIN. SI o EMB. (TYP.) 4 4 4 EMB. (TYP.) a a D B o.l s 0.1 s C D C'SINK -- { CSINi (TYP.I I L m mLP. 20 c oNN 8 LnZ 8c ° Ww O 7 LOLO7 INTERIOR INTERIOR 22 0 uz e • h EF f Q F p O j uS N Z u 40 EXTERIOR EXTERIOR 10 10 R B DAM 02124112 0 i l 27 9 SCAM N.T.S. i C E vac. BY. JK m CW. er LFS 3 E E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRA' G NO. Out__ shown -insuring 3 lasotpproveodInswingFL— 15036.E 0 also approved SHEET 3 or 7 0 0 a z d f m EXTERIOR 71 INIMU 1 VERTICAL CROSS SECTION 4 Outswing shwon - inswing also approved see general notes, sheet I for'HVHT Water Infiltration requirements O P C6 Z G co rl1 11 VN.;Z 0 O o Z UnCm a N Ni mgd of a aa EXTERIOR ""ff....- INTERIOR 2 VERTICAL CROSS SECTION q Shown w/IXsub•buck 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration see general notes, sheet 1 see general notes. sheet 1 or .14VHTwater infiltration rrequirements twaterinfdhation requirements qutre Cr 2 R O V QLn VW1 C S in 0 < U M 0 DAM02 24112 i SCALE- N. T.S. OWc BY. JK a CM BY. LFS 3 OWNG NO • ° FL-15036. 6 c sH[n 4 or 7 0 D MASONRY TYP. HEAD OPENING & JAMBS I L 2X BUCK — N O BUCK ANCHORING STRIKEJAMB For DP <= 48 PSF MASONRY OPENING FRAME i2 o 7 T1j D MASONRY TYP. HEAD 3 OPENING & JAMBS T 2X BUCK 2X BUCK F I N 1 . FRAMEANCHORING HINGE JAMB Masonry 2X buck construction for DP <= 48 PSF I L TYP. HEAD — JAMBS U O CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoinfs, 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 DJACENT A - NCHOR ITW o 1/4" 1.1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON wWu "m inunuvn ..v r.. 1. Maintain a —ninwW 5/8- edge distance. 1• end distance. & 1- o c. spacing or wood saows to prevent the splitting or Mood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 P5F N': 6" ''• g ~ o 0 0 rr rrr ss 0„.._ a 9 Z O= U S LP m C W maaw 0 MASONRY TYP. HEAD E zo OPENING — & JAMBSC W p> If a: vi FRAME U O t2 O 2X BUCK LATCH A DEADBOLT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL u. N. T. S. BY: JK c BY: LFS no: FL-15036.6 rT —L or 7 MASONRY _ TYP. HEAD OPENING S JAMBS p $ T FRAME R I O Ga IX BUCK F TYP. SILL STRIKE JAMS FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjolnts. 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-, INJ 1/4' 1.1/4• 2'4• TA CON• ITW 3/16• 1.1/1• TAICON I I. Maintain a minimum 5/S• edge distance. 1- and distance. 6 1'o.c. spacing of wood screws to prevent the splitting of wood. 1 HINGE JAMS o MASONRY TYP. HEAD OPENING — S JAMBS — FRAME O IX BUCK F TYP. SILL FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and DP <= 76 PSF LATCH A DEADSOLT DETAIL HINGE DETAIL A. nm d z p ; m Gj ncvmi Z°n m oO 4 V a Z O0 o o a mcca`m 4 G a E a DATE. 02124112 i SME. N.7 S. ° DWG. er. JK m cm. BY. LFS 3 DPAG NO.. FL- 15036 6 " a SHEET 6 OF 7 G Q. ti ni ll * .. ```. Z n m z I I 1111 1\ U a •• o Fes— 2.36" --I 0 ouy a = 0 Z V pLp 9mCW 19 20 HEAD t SIDE \' 1 a N m a aOCL LJamb \ V, 5 ' d 3a 1 r— 2.2T — 43 II I o F- 4.63" n ma J1 RUMP FACE THRESHOLD IOW PROFILE -K oo I o m o 5. 75 o m L L 1 = N N 33 DOOR SKIN; .1 2S'MIN. SEIf ADJUSTING SADDIF TTIREHOID W W o mn 00 k 4S6' z O a ry ^ O a L0212411 z a aTc 02 20 12 z 7 scuc N.T. S NIGH WATFR DAM THRESHOLD DWG BY: JK m' 39 ; cNR. BY. LFS DRAWWG NO.. C N FL- 15036.6 n SWEET 7 OF 7 N Q FILL OF MATERIALS M DESCRIPTION MATERIAL 1XBUCKSG>= 0.55 WOOD rA 2X BUCK SG >= 0.55WOOD MAX. I/4'SHIM SPACE WOOD 1 / 4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 3plORHOLLOWBLOCKCONFORMINGTOASTMC90CONCRETE F 1 /4" X 1 /4" ITW CONCRETE SCREW STEEL G 3/16' X 3•I/4" PFH RV 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 7' PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW l .l S MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4"PFH WOOD SCREW WHINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WITH YIELD STRENGTH F(MIN.) ER 6,000 PSI THERMA- TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phonc 813.659.9197 Florida Board of Professional Engineers Certificate of Authorizvion No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. F• o4o v ; % 0 E P1 S `000 Signed & Sealed by oLyndon F. Schmidt, P.E. No 43409 0 O • ' w a Lyndon F. Schmidt, P.E. STATE nF o FL PE No. 43409 A, 10/16/2017 N A Ji0iEwl-'st" THERMAITRU° DOORS 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 fated and spaced as shown on details. Anchor embedment to base material shall be beyond wol 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 "HVHT'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609A.2 d 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 anotysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item f139 under active doors and all sills used under sidefites 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 infitration 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 hetween the edge of canoov or overhona to sill is less than 45 dearees. TABLE OF CONMM SHEEP! DESCRI/ ION I Typical elevations. design pressures 3 general notes 2 Door panel detalts 3 Sidelite panel details d Glazing detoll 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 BM of Materials 3 Components i7d 53.13" MAX. OVERALL WIDTH -{ r7 O 3 # O rE t U Ow w = O 0 of b? w a 5 iSp Qn Y• Loin J i O go// N vi z n m z an •: o V Z 1 n Ern ezm u tQi gV 56ga tc mdo. ag 4 O O aa EEz 8 ?d SWING-'. VERALL_ OVERALL--- FRAME DIMENSION DESIGN PRESSURE (PSI)- RHWOUTSURFACE _ BOLTS - - WRHSURFACE BOLTS ' POSITIVE NEGATIVE POSRIVE NEGATIVE' INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 swi: N.T.S. owc er: JK cwc. rn: LFS FL-15036.7 rr 1 or 9 EXTERIOR =-• = O: oo• A 900 I I11*j ` o n i U N JVUxZJ INTERIOR 46 \ t Hg 9 m d maa4 f cZ 1 HORIZONTAL CROSS SECTION 8 E 0 36. 0' MAX. 2 O 3a DOOR PANEL WIDTH 2 V) Ja0 I y W EXTERIOR INTERIOR 4. 11" s o o L r 1.4s T al rldtoaog B 1 U U O m m ILA vO e EY TOP RAIL LA1CH STILE _ o 0 N N N Zp W CS O 41 W 00 r 1.4T o 0 I A8 JI I D I i 40 DDOR PANEL L I gamc c1a1t I I0.67SG NOTE: WOOD DOOR COMPONENTS. OAK>= ? _ 45 N Z 6 DATE. 02124112 I U HINGE STILE S DOTiOM RAIL SCAIL N T.S. r VERTICAL CROSS SECTION DK. BY. JK a 2 CHK. BY: LFS ; ORAWWO NO: FL- 15036.7 n N910Ef 2 Of 9 0 13.7 PANT 7. DA 50 SIDELLTE IANEL NOTE: WOOD SIDELOE COMPONENTS: PINE (SG >- 0.421 NOTE: 1. Spacing for item k 18 8 #29 (life frame screws) Is as follows: From the bottom up on sides: 6.5". with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION 10) n cyk J _ci N. Zo 4.?0 om 01'• yam: u a n6 fig:. N > m mi o n m i UN •; Sl o oZoZ N g Ng 56. mda i 1c G Vl 5 Eo = aEg 83a GLASS vv 2 5" BITE o o a MIN. 26 1/2"MIN. Th EYE Wo kSS THK. 25 EXTERIOR 22 GLASS THK. Zo aN w W Ws 25 I/8" LU mwU TEMPERED TEMPERED C-. Ad GLASS GLASS o N EXTERIOR INTERIOR AIR SPACE AIR SPACE TEMPERED 24 INTERIOR TEMPERED 4 GLASS GLASS S I SIDELLTE TOP i STM. Rol GI GLAZING DETAIL 5 hsuloted glass w/ Pvc Gte home ICI I-1.53" 52 SIDEUTE STILE 2 VERTICAL CROSS SECTION 3 DATE: 02124112 SwF+ N.T.S. Dwa NY. JK M Irr: LFS mtAWM NO.. FL- 15036.7 SHEET _ L OF 9 a ND SEE NOTE 1 INTERIOR e• a.. c II 0.15 j--- C'SINK pp.) B C 1-114MIN. 1 HORIZONTAL CROSS SECTION EMB.( TYP.) q Ouhwingshown-Inswing also approved 6 INTERIOR OTE: 1. The sidelite is direct set into the jamb with (12) item MM (S8 X 2 PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31". 48.5' 3 66". EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration 1 EXTERIOR 6i49K03 EXTERIOR 4 HORIZONTAL CROSS SECTION Q Inswing configuration 1. 1 /4" MIN. EMB. ( TYP.) INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 4 Shown w/1 X sub -buck INTERIOR EXTERIOE Z gam= na z 0 COZ 111ua -; v v U Z Em z m oa 9 Co ia 4 O E o z 1 o v1 2 U oy E m a0 ONWN =O m U U 1- 1/4-MIN. r- EMB. (TYP.( z 0 0 a 3 HORIZONTAL CRO55 SECTION Q COL, Fig shown - inswing also approved c: 02/24/12 4F- N.T.S. BY. JK or: LFS wwc NO. FL- 15036.7 Fr 4 of 9 I Z a' 1 VERTICAL CROSS SECTION Oulswingstrvvon-Inswing also approved D D • • 65 3 VERTICAL CROSS SECTION Outs"ngconfgurotion see general notes, sheet 1 for'HVHP water Infiltration requirements 61 62 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION j Inswing configuration see general notes. sheet 1 for -HVHr water inntralion requirements requirements 6 m V fill 11 ng Ep zm cti R 9 `o a s6t Z— mD:a o v G E o Z T.02 24 12 ILL N.T.S. c er: JK C. BY: LFS IMwc No FL-15036.7 rT 5 or 9 v 11a 50 M SEE NOTE I U INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR s 1 r r m wri. w 3 VERTICAL CROSS SECTION d Outswing configuration EXTERIOR SEE NOTE 1 C 1 is v INTERIOR S VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR WIA EXTERIOR Z F': 60 CO N ri mf v O Z { 9m DUN cp N s 7 0 00. m 1 tl 4 V D E. o Z 2 VERTICAL CROSS SECTION z 6 Shownw/IX sub -buck o JQU p UV V), m Ck: NOTE: i1. Anchors osi y thru head and sill at a" in from each corner end. m 0ul a C) 0 a a 4 VERTICAL CROSS SECTION 6 Inswing configuration r:• 02124112 g at N. T. S. In: JK a C. BY. LFS 3 WM NO.: FL-15036.7 a rr 6 or 9 G 4" 1" 3" 6" Y4.11 I SEE DETAIL 1 D L to MASONRY TYP. HEAD MASONRY OPENING TYP. HEAD — S JAMBS OPENING 3 JAMBS TYP. — MULLION SHOWN FOR L FRAME REFERENCE 2X BUCK ONLY O 2X BUCK 1 I F tiiTYP. — O BUCK ANCHORING STRIKE JAMB o CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN., . MIN. CLEARANCE MIN. CLEARANCE TYPE • SIZE. ': EMBEDMENT 70 MASONRY EDGE i0 ADJACENT. ANCHOR- .` ITW c 1/4" 11/4" 2" 4" TAPCON ELCO 14" / 1.1/4" 1" 4" ULTRACONe ITW o 3/16" 1.1/4" 3" 1.1/2" TAPCON WV UU JCKt W INS IALLA I TUN N V I Col: I. Maintain a minimum 5/8" edge distance, I"end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. LATCH A DEADBOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING 4T INSWING T DETAIL 1 Attach surface bolt strike plate to frame OUTSWING as shown (Outswing) INSWING 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold OutsvAng) O'i In Ni oz QeO rn 6m r•\\` Z O m 0 U N a'Zi V. N o a f°v 'maa S a4 0 9z UYy d N23 En Cr 1 i33 1 0 UDw)- a 3 m WIr3 m DI 0 UU a i mm a HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 V DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) HINGE DETAIL SCALE: N.T.S. Dw° BY: JK a OIK. ar LFS 3 FL-15036.7 s En 7 OF 9 a OUTSWING o INSWING z*.O SEE DETAIL I — ' ' g` D psC ;. N rip' rrun m o R m z M OUTSWING N J • 9 a 0 Z V INSWING n o s E 9 m. TYP. HEAD 3 _ 27 \ N t m 5 o' a MASONRY JAMBS \ v\ ri A 4+ m d a OPENING E cZ LATCH i DEADBOIi DETAIL yfC ad TYP. _ Y in m o o x 10 zo 0 FRAME sj N ZCi1033CU F a) v ¢Z WO I O E IX BUCK HINGE DETAIL a a a I IF 67 63m z TYP. N I SILL V o 0 0 V N N N I 63 64 W W zo N STRIKE JAMS SEE DETAIL 2 DETAIL I DETAIL 1 0 0 HINGE JAMB Attach surface bolt Attach surface bolt FRAME ANCHORING strike plate to frame strike plate to frame k ! n CONCRETE ANCHOR NOTES: Masonry 1 X buck Construction as shown (Ouhwing) as shown (Inswing) c 3 1. Concrete anchor locolions of the comers maybe adjusted to maintain the min. (L 0 u 8 edge distance to morrarjoints. 65 bb2. Concrete anchor locoflons noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoinfs, additional concrete anchors e may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: • " z 0 0 z z 63 DATE 02124112 Dz N.T.S. 63 OMG. 6Y JK m' DETAIL I DETAIL 2 a0(. BY. LFS 3 E Attach surface bolt Attach surface bolt DRAM W, NO: a WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold ,v 1. Maintain a minimum 5/8" edge distance. 1"end distance, d 1' o.c. spacing of (Outsving) (Inswing) FL-150J6.7 wood screws to prevent the splitting of wood. sKEEi 8 or 9 0 G N 0 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY. TO ADJACENT EDGE ITW • 1 4" 1.1/1" Y TAPCON rtYV 7/16' 1-i/4' 3" 1.1/Y iAPCON• 41 A .'`O n o J n lo.-A z Y'•LNn N p. i 1110`` orQimz U n •• V 0 zo y( p^ S CVO 9m [W N N n 7 0 m tp v maan 4 02 a r Cr JO n C 3 ' Z L G 2W pV f m u 4 0 m 7 0 3 n E o In z m t 4 H IvLn 2.20' w w 0 c13 2.1T 0 c I-- 2.36" I I HEAD t SIDf CL 4 63" a a 19 IO Jamb 1d OUTSWING S1DEllfE 31 EUMI FACE THRESHOU) LOW /ROFIIf SpatsS dam" 2.IS e v s 2.36" 9' 1.65 S.IS T ' I 1.6? III II II I 2 } ! N p z I 1_ wic:02124 12 c P J— Scuc N.T.S. 71 —L Dv6 ec JK L 0.53" i - -i i-- 53 T C.. n: LFS1 INSWING SIDEUIE 39 IGH WATE DAM THRESHOLD 43 PLASTIC UP UTE FRAME TS Spoca 26 LACSTIC UP UTE FRAME I 3J SEIF ADJUSTING SADDIE THREHOU) ° R"W° G N0 SMC FL-15036.7 wM 9 ai 9 0 e: BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SI R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P 0. Box 230 Valrico. FL 33595 Phonc 813.659.9197 Florida Board or Pro ressional Enginccrs Certificate orAutliorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door cal Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 439 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 01 460339-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.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA#9813) zatseeba:c;°iy Lyndon F. Schmidt, P.E. 3. Calculations Prepared by t5`' '.).:, !) pr Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o' ''.•' G N S;;•! -Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o •= No 43409 n 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products 3 ' [Y.- within a quality assurance program that complies with ISO/IEC 17020 and 3 '. ST2' T E :?F : r0-1 ZZ Lyndon F. Schmidt, P.E. FL PE No. 43409 Guide 53. 4! Al tr ir, , (r 1 j • • \ 10/16/2017 00Sheet1of1t .. _ r°tcat:rar°• THERMAITRU" DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HvHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction. anchoring of these units 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 wills used under sidelites meet water infiltration requirements for"HVHr. 8. Inswing configurations and outswing configurations using sill items #31 3 #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHrj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edoe of conoov or overhang to sill is less than 45 dearees. TABLE OF CONMNTS SHEET # DESCRIPTION I Typical elevations. design pressures 3 general notes 2 Door panel detolls 3 Sidelite panel details A Glazing detal 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical crass sections 7 Buck and frame anchoring - 2X buck masonry construction B Frame anchoring - I X buck masonry construction 9 Bill of Materials d Components dB.S MAX. OVERALL WIDTH O Ozz 3 2 O S: co w w = w w O 0 ytZ1j Z Y• yJ; iNn 1 1 1%%1 r. a n •• o V o Z Em zm0a v o Tca 8 u g 9 o a 4 mangy 4 0 E oz 3a SWING OVERALL- FRAME DIMENSION'. DESIGN PRESS_ URE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE' BOLTS_ POSITIVE NEGATIVE POSRIVE-__ 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 ruTF:02124112 v . N.T.S. DWG. e< JK CHK. Br. I I FL-15036.8 XT 1 or 9 q{ O • rnjo; J _ti EXTERIOR 4, Z 42 w z q owndfAAc 43 •, i' ...... •• ',,iJ.. > m A U N 9 (9 Z { INTERIOR 46 Neu$ 9 6 c aNJLm mdaa 1 HORIZONTAL CROSS SECTION ° z 36.0' MAX. 2 a DOOR PANEL WIDTH 2 J a 0 N W EXTERIOR INTERIOR :s W a cc 0O O LF—t.Is —I 0 O o T L TI 0 2 IY TOP RAIL IATCN STHf o 0 y N N N LnZWWO b > a CL a 8' 1.4J > > 10 DOOR PANEL -T L I = = ClassK craH NOTE: WOOD DOOR COMPONENTS: OAK (SG >• 0.67) wTE: 02/24/ 12 Sut[: N.T.S. IIHINGESTILEISeonoMRAn2VERTICALCROSSSECTIONow°. BY JK 2 cm.lrr. LFS DUMNG NO. FL- 15036.8 SHEET _ L Of 9 1 13.7 PANT 7. D.L SO SIDEIlTEPANEL NOTE WOOD SIDEIITE COMPONENTS: PINE (SG -0.42) NOTE: 1. Spacing for item # I8 d #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5". with 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each comer. L SI SIDELRETOI A STM. Rai XTERIOR INTERIOR IZONTAL CROSS SECTION J. rHK. EXTERIOR 1PERED kSS SPACE IPERED 1SS INTERIOR GI GLAZING DETAIL 5lnsubted glen w/ pvc rite frame MIN. ASS THK II TEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS gam a- 51 oN: n_ E 8 s z M 9 ` ao9156 maa 4 0 ozgE h a a o O JO m az s nd N UFW WM ti a U O C5H INTERIOR o 0: a a DAM 02124112 scmL NJ S. 1 VERTICAL CROSS SECTION DWG. n dK 3 0«. r/ LFS DU-.G ND: FL-15036.8 sNErr 3 or 9 1- I /4' MIN. EMB. (TYP.) 0 50 M S SEE NOTE 1 SEE NOTE I Fl! FM FM Pol hit EXTERIOR I 0.15, f -- CSINK r mP•) C 1 HORIZONTAL CROSS SECTION Q Outswing shown - inswing also approved 0.15' F--CSINK mP•1 INTERIOR U 27 40 EXTERIOR 2 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION G 4 Outswing configuration q Outswing configuration i J III-M SEE NOTI 1-1/!'MIN 6 HORIZONTAL CROSS SECTION Q Shown w/ I X sub -tuck NOTE, I. The sidelite is direct set into the jamb with (12) item #M (#8 X Z' PFH wood screw) There are (4) at each vertical jamb from the top down at 13.5". 31", 48.5" 3 66". 0.15, CSINK mP•I XTERIOR NOTE I am 02 24 12 i JTERIOR 10 12 11 scuc: N T.S 14 owc. er: JK a 9 10 !" K. By LFS 3 c N0'` 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION ° RA"" Q Inswing configuration 4 Inswing configuration FL-15036.8 "- c SHEV 4 - 9 0 Z a' z m 1 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for'HVHP water iMltration requirements EXTERIOR ' r INTERIOR 41 VERTICAL CROSS SECTION Inswing configuration see general notes. sheet I for liVHZ• water Infiltration requirements a • n e• • n INTERIORMERI` • mi C.. 2 OSS SEC17ON v r DGERIOR INTERIOR nAYIMy tom mLnJO m N O n 0 2 uN•• Z 0—ume A01„F, W 2 J N uZ is 02124112 = ILEN.T.S. ° G. m: JK c C BY: LFS ; IWWC NO: FL- 15036.8 0 Er 5 or 9 50 M zd SEE NOTE I U INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION tT Outsw ng shown - inswing also approved INTERIOR EXTERIOR SEE NOTE I ( /11 } 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I l M INTERIOR 5 VERTICAL CROSS SECTION tS Outswing configuration SEE NOTE 1 INTERIOR EXTERIOR tQ z_ p Q. 9z 0` sY• rhyme` g N m 5 O a O Z U m O S LP 9 C W av tti Nn maimr r m0.0.4 0 Ca 4 a o Z b' aE 8 3a 2 VERTICAL CROSS SECTION 0 i tS Shown w/IX sub -buck io f" U m NOTE' mw1. Anchors assy thru head and chi sill at 4" in from each corner end. I< o 0 a I a 4 VERTICAL CROSS SECTION 6) Inswing configuration aTE 02124 12 SCALE N T.S. mra Q+: JK CNK. BY. LFS ORAWG NO.. FL-15036.8 sNrrr _L OF 9 MASONI OPENIN 2X BUCI F a. 4' Y 1 TYP. HEAD 3 JAMBS SEE NOTE 1 MULLION SHOWN FOR REFERENCE ONLY SUCK ANCHORING 0O STRIKE JAMS 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, additionol concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN.. MIN. CLEARANCE MIN. CLEARANCE TYPE " SITE EMBEDMENT. TO MASONRY:. JO ADJACENT EDGE'- ANCHOR ITW 1/ 4" 1.1/4" 2" 4" TAPCONcELCO 1/ 4" 1.1/4" 1" 4" ULTRACONcITW o 3/16" 1.1/4" 3" 1.1/2" TAPCON WUUD SGKt W INJ IALLA HUN N V l n: I. Maintain a minimum 5/8" edge distance. I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 3" II I Ic { I III SEE DETAIL I IIII O TYP. HEAD S, MASONRY JAMBS OPENING FRAME M TYP. 2X BUCK F TYP. SILL 1 I I 1 LATCH A DEADSOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING 63 INSWING DETAIII Attach surface bolt strike pate to frame as shown ( Outswing) DUTSWING 65 66 INSWING o 63 DETAIL 2 Attach surface bolt stoke pate at the threshold Outswing) N U L,d HINGE JAMS 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown ( Inswing) 64 V l;;;; TDETAIL 2 Attach surface bolt strike pate at the threshold Inswing) N z p o U a ort Lp 9 m 0 W LL 0 E cZ 3a HINGE DETAIL 1:: 02124112 i ae N. T.S. c BY: JK C. rrr. LFS 3 rw°A NO: ° n FL- 15036 8 n 7 OF 9 MASONRY) OPENING FRAME IX BUCK 11 DETAIL I TYP. HEAD & JAMBS TYP. TYP. SILL SEE DETAIL 2 s STRIKEJAMB FRAMEANCHORING i CONCRETE ANCHOR NOTES: Masonry IX buck construction I. Concrete anchor locations of the comers may be odlusted to maintain the mfn. 3 edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adrysted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the MAX. ON CENrER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR- ANCHOR MIN.- MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO, MASONRY TOADJACENT EDGE ANCHOR ITW • 1/ 4• 1.1/4• 2" 4" TAFCON ITW TAPCON• 3/16' 1.1/4" nwu o.Rrn m n I. Maintain a minimum 5/8" edge distance, 1' end distance. d 1"o.c. spacing of wood screws to prevent the splitting of wood. T -- A f 1 HINGE JAMB LATCH i DEADSOLT DETAIL Attach surface bolt strike plate to frame as shown (Outswing) 65 6A 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Outswing) HINGE. DETAIL 63 64 DETAIL I Attach surface bolt stoke plate to frame as shown (Inswing( 64 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Inswing) o r N : i 0 0! sY''• o' n rr/ Iy", Z a co o 1%% u H .; z N o E0p H0 oii zm•u 9Qrm a Y m 4a4 pC 4 z yXoo° V J6 02 00 p Fo X_ U 0 In 2 Cog U WitU f ZZ O a W O K a E. 02124112 U+ N.T.S. c Or. JK e. r LFS kmc NO. FL- 15036 8 9 8 or 9 BILL OF MATERIALS REM DESCRIPTION MATERIAL REM 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-I /7' 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 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1/7' PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU MATERIAL z •O O PY'` J ;' f7=Wn i " ••........ '0" J > - PN llll* 111 %\\\ $ n m z° N •• 6 J a s V p Z~ cQi N x m a v ' 4 oZ 6 W 8 3d Al NJN Q St i v) m 4 Ln =W OV m b o m 0 zoa a aE > C CDL z L V I pN N N 2.2(r W W o V7 V) SS 2.12' L titi I-- I7 TI f02.36" < R 19 pp HEAD i SIDE F— 1 j a cs = Jamb 16 OUTSWING SIDEUTE J 1 EUMI fACE THRESHOLD LOW /ROfIIF t* 2 4.56'222.36'168" --1 2.11' r 1 • '1 5.75 —{ z 1.69'-- I U L DATE 02124112 d SCALE: N.TS. W C.: D-C er. JK m 0.53 --i -- }T any- m LFS ; E 1 OUMNG NO: NIGH WATER DAM THRESHOLD PLASTIC UP WE FRAME INSWING SIDEIRE ILASTIC UI I1TE FRAME 39 23 SMC 16 Spacer 26 1 fn, SELF ADJUSTING SADDLE THREHOLD FL-15036.8 0 c sHEEr 9 OF 9 O FIBERGLASS R W R W Building Consultants, Inc. BConsulting and Engineering Services for die Building Industry C P.O. Box 230 Valrico• FL 33595 Phone 913.659 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 Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) 4Ar,S` ilua9pc 3od Lyndon F. Schmidt, P.E. 04. Quality Assurance 00 ,:.• c i i r a, c Certificate of Participation issued by National Accreditation and b •. 4+ cso Management Institute, certifying that Therma Tru Corporation is• manufacturing products within a quality assurance program that complies - >k with ISO/IEC 17020 and Guide 53. ry Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 , - ecv` r6'0`r r•eut:• ua•'"O V y Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by Z i 2 E G THERM -A 1'TR_U DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHP 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 3 R301.2.1.2. S. 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'NVHZ". 8. Inswing configurations and outswing configurations using sill items H31 d 433 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 canoov or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - I X buck masonry construction B Astragal details 9 Bill of Materials S Components 74.5 MAX. OVERALL FRAME WIDTH z z i O O O P p O OVERALL SWING FRAME DIMENSION DESIGN PRESSURE (PSF)- WITHOUT SURFACE BOLTS- WITH SURFACE BOLTS _ POSffIVE- NEGATIVE-. POSITIVE NEGATIVE. INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5' 1 +47.0 47.0 60.0 60.0 o c mn too O n co z UN •• o o m Z u 56 ooamo.aT sr.Lr N T.S. m. JK u«. n. LFS FL-15036.9 rr 1 OF 9 EXTERIOR 12 2 a MAZQi nn Nan ztill %I A U N V U K Z V INTERIOR 46 o$ 9 0 0 a c 1 HORIZONTAL CROSS SECTION X; O z 36Z MAX. e 8 >c1a DOOR PANEL WIDTH 2 K R 2 o Ci o 0 v K Ln W EXTERIOR INTERIOR Wu 'aa e 1.11' .. To 7 0 ofV 0 O euu 0 2 a roPRAu 4a urcl+mtF ^_ V N N fN V P W W O 41 ;I a: NbVlS 22i K L 1.449" 1 It. SDOOR PANEL —T L I 149wNOTE: WOOD DOOR COMPONEM OAK 1SG >= 0 671 T ' _="> r . 045O0 Z z mArz' 02124112 = HINGEmIE BOTTOM RAIL SCALE.N.T.S. o u 45 2 VER17CAL CROSS SECTION IlNG. In: JK 13 2 cNK n LFS 3 E ORAWWG NO.. 0 N FL-15036.9 0 SHEET _L Of 9 00 f 1 2 1-I/1' MIN. ` •C , '•. t2 i o 4 IT1) EMB. P. C A 20° N- v. .• Z . g urn t N v I/lll*1 Ill 1\\\ O n o Z a ON •• B g ER i$;u 21 40 7 Ng us :o`oa INTERIOR •c + 'm a a io 0 z° 3 2 0 3 $ W Lj 3 v a 17 3 H W Ck:v o en2 o O EXTERIOR m N(n 9 10 E z m a:(n LL 61 w u zo 4 HORIZONTAL CROSS SECTION 7 g 1-1/4'MIN. 3 4 5 3 Shown w/IXsub-buck 1•I/1'MIN. I o EMB. (TYP.) 4 4 4 EMB. (TYP.) a a E C O.Is O.1S C D z C'SINK CSINK m x a ° • o 0NN V , • \A v a a g 8 ' ° W W O 7 40 1 40 7 1 INTERIOR 7 INTERIOR o o aC W i UEXTERIOR13EXTERIOR10K ah:o2 z+/1z40 OZ4010 B 10 9 L 27 9 B su c: NJ S. 9 E E arc. n. JK m' CHK er: LFS 3 rHORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION uPAww NO• ° 3 Outswing shown - inswing 3 Outswing shown - Inswing 3 Outswing shown - inswing FL-15036.9 0 also approved also approved also approved N snm 3 OF 9 O G a ' a 4 61 m 62 EXTERIOR INTERIOR 4VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for' NVHZ water Infiltration requirements o b. ; I'. ° 3 VERTICAL CROSS SECTION q Outswing configuration see general notes, sheet l for' HVHP water InMtration requirements INTERIOR O. m .. 2 I VERTICAL CROSS SECTION r DGERIOR INTERIOR N yy N Jy NJ hT r P GP Nz a n •: O g= aa= N. gLP = mC S9Omaotj dE. 02124112 N T.S. 7. BY: JK m. LFS wwc No: FL- 15036.9 EE 4 or 9 2 E O OTC . o m ir i ram n Sn^ 11 1111 z ro d D z s a of° gg ETYP. HEAD 3 JAMBS r m d a MASONRY 4 OPENING g e `o i ASTRAGAL UZ SHOWN FOR 1 n 0 REFERENCE m ONLY W2XBUCK u U 2 mrr C R fn tj U o 15? O a0 a a L e n v ley N W V) L SW 5O CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. SUCK ANCHORING a a edge distance to mortar Joints. InIMI2. Concrete anchor locations noted os "MAX. ON CENTER must be adjusted to 1 _ mainfain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: o _ i z U o DATE: 24 12 ° sruE: N.T.S. e mMr.Br: JK m CM(. er: LFS 3 oUMUG w_ 1. aN o G SNEVr 5 or 9 02_ wood saerrxpreventvent the spittingofwood. to p ANCHORNANCHOR MIN..,. ,_ MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE.- EMBEDMENT iO MASONRY - EDGE TO ADJACEM" ANCHOR 11r 7s I I I I I to SEE DETAIL MASONRY J - TYP. HEAD OPENING rs JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY O 2X BUCK F SEE DETAIL TYP. - 2. SILL FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF L N ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR- ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE ' SIZE: EMBEDMENT. TO MASONRY'.. i0 ADJACENT . EDGE ANCHOR ITW a 1/4. 1-1/4" 2" TAPCON ITw 3/16" 1.1/4" 3" 1.1/2" TAPCON rvt t,u cn irva nw.nvn 11- 1. Maintain a minimum 5/8"edge distance. I" end distance, 6 I"o.c. spacing of wood screws to prevent the sprrffing of wood. 7.S MASONRY TYP. HEAD OPENING _ 3 JAMBS I I6 rr I 1 0 SEE DETAIL ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY _ L Ni UO 2X BUCK F SEE DETAIL TYP. 2. SILL - B FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF 2 L 2 63 63 DETAIL 1 DETAIL I Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plates to frame as shown (Oufswing) 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 OufsvMg) (Ins%.ing) 1% A, O oz ou1%•• y%` m "1n III t 1, to U N •; v 111111 R Ste° 9m CWCo: p 00. to i an d `a m fn c Yg EEz 3 Y Z'zmoUU m =U 3 W m 0 2: CC WO aoU Ka a HINGE JAMB LATCH LL DEADBOLT DETAIL ILE: N T.S. er. JK r. n. LFS Imm No_ FL-15036.9 U _L or 9 , 7.5' r SEE DETAIL MASONRY TYP. HEAD OPENING S JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY I BUCK F SEE DETAIL TYP. - SILL I I I I 1 1 I I FRAME ANCHORING ManIX buck construction lof DP <= 48 PSF 7.5" — 3" J - MASONRY TYP. HEAD OPENING - R JAMBS FRAME SEE DETAIL 1" - ASTRAGAL SHOWN FOR REFERENCE ONLY L1L, O 1xBUCK l - F SEE DETAIL TYP. r ( SILL - FRAME ANCHORING ASTRAGAL STRIKE JAMB M 1 X buck tructlon CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortorjolnts. 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: L r ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE- EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITIN 1/ 4" 1-1/4" 2"4" TAPCON ITYJ 3/ 16" 1.1/4' 3" 1.1/Y TAPCON wW V JL.KCn' IrvJ1ALLAlIVry ry V lcaW VJL.KCY' IrvJIALLAIIVry 1 V Ica. 1. Maintain a minimum S/8" edge distance, I" end distance, 6 I"o.c. spacing of wood screws to prevent the splitting of wood. asonry cons for DP > 48 PSF and G DP <= 6DPSF 2 67 P 63 Oil 63 l 64 DETAIL 1 DETAIL 1 Attach ostropol/surface bolt Attach ostrogaVsurfoce bolt strike plates to frame strike plate to frame as shown (Outswing) as shown pnswing) 63 65 66 64 V DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate of the threshold strike plate of the threshold Outswing) ( Inswing) 11 HINGE JAMB LATCH A DEADBOLT DETAIL z o rrrrl 11. 111 Rm= N •: g m 9 2W aao LLL LEo Cc\ EoY UZ Q m XL) R z z Jm = o WU L))- Wz as N T.S. ay. JK n LFS G fro: FL- 15036.9 a 7 or 9 s O' • • 2y1 N c Q W•• A P' 3 J 0 m m y U N •• eC 9 O 0Z` O g GP J m C W 95.25 N Kn n 5 p t a Kp" m aa E 18.88 18.38 20.63' 18 S 11.38' —{ $ E. e i I 30 a I 3 J 0 Q13TYP, ao Ci o y j J13TYP. TYP. 13 1 ] ms WV Q rn a UI ce a a J m 3.2.7ILI3 U Umm Y T 2• n •' O O 0.75 1.91" -- 0.75 N N Z lln W W O SEE NOTE 1 3 U '^ o —II-- .o6- a N F 4CL CLm 0 = N m I I-- o.13• e J-Z ASTRAGAL DETAIL U NOTE: DATE 02124112 az 0 I THE ASTRAGAL BOLT HAS A 3" THRON/ AT THE TOP AND Sc E. N.T.S. THE BOTTOM. owc BY: JK m cm BY. LFS 3 E BfiA'MP1G NO. N FL-15036.9 0 N SKEET L OF 9 Q BILL OF MATERIALS DESCRIPTION MATERIAL IX BUCKSG>=0.55 WOOD 2X BUCK SG >= 0.55 WOODPBMAX. 1/4" SHIM SPACE WOOD 1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 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 TTW 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 7' PFH WOOD SCREW STEEL L 8 X 2-1 /7' PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .097" THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 13 10X 1-1/2"PANHEADSMS STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6,000 PSI FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 1 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 60 1 /7' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT #454 8.L7' L. X .25" THK. STEEL STEEL 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 65 3/16" X 2-1/4- PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16- X 3-3/4" PFH ITW CONCRETE SCREW STEEL 319 20 HEAD t SIDEJamb 2.20" ---I 1 TII— 4.63" 0 31 EUMP FACE THRESHOLD LOW PROFILE r 1 I L1 SELEADJUSTINGSADDLETHREHOID 4.56" 2.36' 1L 39 HIGH WATER DAM THRESHOLD 11 o 91 2 8 kw yy m a wu w o aiW 0 c m c: 02 24 12 LE: N. T.S. BY: JK n. LFS wux NO.- FL- 15036.9 a 9 or 9 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 Cenificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and 433 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) ua:costl Lyndon F. Schmidt, P.E. 3. Calculations Prepared by moo`'°(• '' ",4 to Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) c J ,•'t' j`1 •! 'O Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance t Certificate of Participation issued by National Accreditation and Management .4 Institute, certifying that Therma Tru Corporation is manufacturing products ; -G : ' 4- within a quality assurance program that complies with ISO/IEC 17020 and P •. S fi%i"+ OF ; .4 Lyndon F. Schmidt, P.E. C) • c! m FL PE No. 43409 Guide 53. •'•. 4 n•'•t y 10/16/2017 v slf0 of ass;r`aoo•°° 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 Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMAITRU° DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all A used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 d #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units sholl be installed (in the "HVHZ'l 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 3 general notes 2 Door panel details 3 Sidelite panel details 6 Glaring detal 4 Horizontal cross sections S 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 Brll of Materials S Components 105.5' MAX. OVERALL FRAME WIDTH Z Z 3 3 2 o m w w A pS y P O N . 0 CER.c O a N a n v C LL O 9 cw 3 d SWING' OVERALL:_- FRAME- DIMENSION DESIGN -PRESSURE (PSF) WITHOUTSURFACE'_: BOLTS '. WITH SURFACE- - BOLTS _-- POSITIVE . NEGATIVE" POSITIVE NEGATIVE, INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 6:3:16N 1 1= m w z N - ° z u 02 24 12 i N.T.S. ° BY JK m' BY. LFS 3 FL-15036.10 Ea 1 of 10 EXTERIOR 42 'N•7 i' O 00 II 115 it V x z INTERIOR 46 N g y,, o 0 a mdaCD0 2 HORIZONTAL CROSS SEC77ON . w N 36.0' MAX. 3d G DOOR PANEL WIDTH 2 D: 2 A 0 o EXTERIOR INTERIOR 4.11" m o 4 O a a a L m z to g e r Ee v O 2 4 7OP RAIL u LATCH STILE N N N ui W W O 41 eh oo W L 1.4r O Or 1 asD I I 1.48. DOOR PANJ 77 i 10 EL 3 En a,, •,, 1 p NOTE WOOD DOOR COMPONENTS: OAK (SG >=0.67) 1 LJL_JL2J-;.ice _O o 4jNzaiE: 02 24112 i 44 HINGESTRF 15 LOTTOMRAII SmL, N.T.S. 2 VERTICAL CROSS SECTION Dwc. Er ,JK m' 2 cNK er. LFS ; DRA— c NO, N FL- 15036.10 0 SNEE7 _ L OF 10 e2 O'••• vO1i 46 EXTERIOR 26 23 41 _ = J jy nn 0 00 52 . Y• .6j; ZzNn 13.75" MAX. z ow i PANEL WIDTH 52 r/I 11 Ts u N z 1.17' MAX. n g E zozm chi D.L.O. WIDTH INTERIOR 51 p 29 SEE NOTE I (v° 9 d c a lt fO i maaI 18 3 HORIZONTAL CROSS SECTION g a l a 5" GLASS .5" GLASS 26 23 a JBITEBITE 23 1 /2" MIN. 26 I /r MIN. o 0 mx 25 GLASS THK. 25 GLASS THK. I J wLn cd m EXTERIOR 22 EXTERIOR 22 w a ir x k' a 0 J 25 1 /8" 25 1 /8" m i W cD p v , 1 TEMPERED _ TEMPERED C o row3GLASSGLASS O EXTERIOR INTERIORb - - AIR SPACE AIR SPACE b I/8" 1Ar INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED GLASS GLASS T In f 25 29 25 18 = N N GI GLAZING DETAIL GT GLAZING DETAIL w w o5lrtsulatedglassw/ S Insulated pfoss W/ smc file home pW: file hartte 18 29 4- 4- 0 e SEE NOTE 1 0 o x 2 0$ 3 411.0r ^_vs ° 1.08" 50 SIDEIliE IANEL -° `_ a o_< NOTE WOOD SIDEl1TE COMPONENTS: PINE tSG>=0.421 z NOTE: 1.53" 1.53 arz 02124112 i I. Spacing for item M 18 3 S29 (file frame screws) is o scut N.T.S. as follows: From the bottom up on sides; 6.5", with S1 SIDEITTE TOP i UK52 SIDEIlTE STILE Dye BY, JK m 7) more spaced at 9.88" o.c. there are (2) screws Rea both top and bottom 2.13" in from each corner. CHK. W. LFS ; 2 N VERTICAL CROSS SECTION DRAWM NO: c 3 FL- 15036.10 0 sKEE7 _L OF 10 v O ez i s 2 b Gf y 1 1 2 6 6 5 5 SEE NOTE I M 14 50 11 INTERIOR 1 1 4 L EXTERIOR 20 v 0.15 CSINK nP ) B C 1-1A.MIN. 1 HORIZONTAL CROSS SEC77ON D IMM 21 4 J q 0-1 M 4 D EMB. VYP.) q Outsvring shown - inswing also approved 5 4 3 3 4 5 6 6 6 5 5 5 NOTE: 1. The sidelite is direct set into the jamb with (12) item SM )#i8 X T PFH wood 0.15" 20 14 11 screw) There are (4) at each vertical CSINK I jamb from the lop down of 13.5". 31". (TYP.) I LMSEE NOTE 1 48.5" d 66". 2 HORIZONTAL CROSS SECTION q Outswing shown - inswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR 4 EXTERIOR 1.1/I" RAIN t5HORIZONTAL CROSS SECTION 4 Shown w/IXsub-buck 0.15" CSINK I TYP.) n O&:J1i n o Y/`• r aJ; z ntj UN •• V a Z 1 Lp Z p N u 9 a [oWa mfp n 3 RA: e 1 0a4 0 E3 c Z 8 p a IN30 2V o LJ3 mCrinU o IX U K o za o SEE NOTE 1 7 M EXTERIOR 40 A INTERIOR 10V 1 12 14 sc&D. TEE: T 12 J : N 7.S 9 10 on cf: JK 4 HORIZONTAL CROSS SECTION C"N Ff. LFS q Inswing configuration ORAWNG NO.: FL— 15036. 10 SHEET 4 oa 10 11 i 2 E LSE Gs T VERTICAL CROSS SECTION 5 Outswing shwon - inswing also approved for " HVHP wo requirements 62 4. F :: 1:. INTERIOR • ' m .. I 2 Q ; fC4L C?OSS SEC17ON see general noses, sheet 1 for' HVHZ' water inf0tration requirements 5. g g z m n N*'•. n 6 O n . UN •• n c' NE e ppp Uiimza Q JCW a a Ga N M 7 t mda Za 4• E aCZ AMMEW n r W a o_o N_ O c 2 u TE. 02 24 12 z lL N.T.S. ti By JK N. BY: LFS 3 AWNG NO' FL— 15036.10 0 IEEr 5 of 10 0 Z z f 2 50 M to z o6L SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 aho apnpgroved - In'-ng INTERIOR EXTERIOR SEE NOTE 11 M , 3 VERTICAL CROSS SECTION 6 Outswing configuration z d EXTERIOR SEE NOTE I (M INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION d Shown w/1Xsub-buck Us Fa+ T 0. P Z 4J. q i v'• c n 2 J O 0 R Zei n ZO E = m° cji Cd 9 oa mdal° LL O07' NOTE: 1. Anchors ass'y thru head and sill at I" in from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration Dac.02 24 12 v..: N. T. S. DwO. Br: JK CHK. BY: LFS DIGwNO NO: FL— 15036.10 sNEa 6 or 10 14r z 2 E I I TYP. HEAD MASONRY B. JAMBS OPENING 2X STRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortorjoints. 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 fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR . ITW 1/4" 11/4" 2" 4" TAPCONO ELCO c 1/4" 1.1/1' 1" 4" CON o3/16"1-1/,CONr WUUU.NCKtW IN31ALLAIIUN NUIM: I. Maintain a minimum 518" edge distance, I"end distance. 6 I"o.c. spacing of wood screws to prevent the splitting of wood. L Uo T 75 T. MASONRY OPENING FRAME f 2X BUCK ASTRAGAL STRIKE JAMB 2 L Ti637 DETAIL 1 Attach ostragaUsurfoce bolt strike plates to frame as shown (Outswing( 63 65 66 DETAIL 2 Attach surface bolt stnke plate at the threshold Outswingl ETAIL 3-1" I I II II I to I I II I II SEE D Ci 1.4 Ninm Z O Co 0 o n Z 0. 1 111 N 3 Eo imoc i 8 ug 9 oa Fn to mai c n 0 oz F 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 DETAII 2 Attach surface bolt strike plate at the threshold Ilnswingl 28 L L D 27 LATCH t DEADBOLT DETAIL HINGE DETAIL DATE. 021241112 SCALE N.T.S. DING By JK cNK By LFS DRA.NG No: FL— 15036.10 sNra 7 or 10 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 DETAII 2 Attach surface bolt strike plate at the threshold Ilnswingl 28 L L D 27 LATCH t DEADBOLT DETAIL HINGE DETAIL DATE. 021241112 SCALE N.T.S. DING By JK cNK By LFS DRA.NG No: FL— 15036.10 sNra 7 or 10 IiA z E 2 E 0 to N': _ z O CO O r1 1 1111 , 0 N .. Z r ^ E m z m o U MASONRY ng 9 d i m OPENING r m d a 4 i , 28 c€vz Y x m0 FRAME j L O 0 o u 27 5 m o L WU i = U> F-m 0 <2 C wo I X BUCK LATCH i DEADBOLT DETAIL I o a n o a a q m 12 10 M4 10 NN V) Z W W Oin HINGE JAMB w ASTRAGAL STRIKE JAMB FRAMEANCHORING RR HINGE DETAIL Masonry IX buck construction CONCRETE ANCHOR NOTES: < a I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar pints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors d5 66 2mayberequitedtoensurethe "MAX. ON CENTER" dmenslon are not exceeded. d4 63 ^ " 3. Concrete anchor table: ^ N ^ Z o wn: 02124 12 63 G d4 63 sue• N.T.S 2 Oxv. rn JK DETAIL 2 DETAIL 2 DETAIL 1 DETAIL 1 cNK. BY. LFS Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach astragal/surface bolt DRAMNG NO. WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold strike plates to frame strike plates to name FL-15036 10 1. Maintain a minimum 5/8• edge distance. I"end distance, i 1"o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) wood screws to prevent the splitting of wood. SHEET 8 of 10 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE -: EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR - ITW • 1/4" 1.1/1" 2" TAPCON ITVJ 3/ld" 1-1/4' 3• 1.1/2" TAPCON• I I I I I I I I I I SEE DETAIL I I I TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I I I I I I Q' • LL i N i O I IIIT V N.:Z F a of m 95.23• N pz cw C 9 oUL00. m mu maa 18.8T 18.3W 20.&T 18.5 138 B C 4 o ZgE IO0 IO 3 13 TYP. D: o o J a Q 13 TYP. TYP. 13 m 4. y32Y WN a~ aOW-12Y aUOK 5" 4. m uu mmr 7. 0. 75 1. 91' --j 0.75 ss z en W W Z OSEE NOTE 1 3 ii -- ow $ 0 0 r 4 0 Z) Z) z N o ASTRAGAL DETAIL I i N _ 1 O O Z u NOTE: aTF 02124112 'z SCALE- N.T.S. I. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. DwG rr: JK m' Gwc Dr: LFS ; mawm NO.: N FL— 15036.10 0 9W _. L av —10 N O z E a 0 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780J STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. I/4' SHIM SPACE WOOD 23 PLASTIC LIP LITE 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 /4" X 13/4" 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 1.19' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1/4' X 3J/4" PFH f11V CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1 /7' PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4' X 2-3/4" PFH fIW 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 .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE I 1 3/B" 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 b BOTTOM RAIL COMP. 13 10 X 1-1 /T PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT #454 B.IT' 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 /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 Qy n N, c Z zF\O m N+'•. fib L n J7 0rl z OnoillllII1111UN 9 Z o z Ur` Em Co o gg z 8 d O00 5 ca WW N ~oa 5 i k tiW . OV m U m0 o s a a t2m TE2 00NN n ij cc zO yfI— 4.56' i o 2.20 j 2.IT 1 20O as ol- 2.W -. -T i• 4.63' HEAD L SIDE OUAWING SIDEUTE o D . 19 20 Jamb 16 Spacer 3I SUM fACE iHRESHOU) LOW ROfIU: ^ ^ 1-Zr259'-1 t3 2.15 - 4.56' 1.68 —J 2.1 — 1.66' ^-1 I 5.75 —{ 1.6. 1 I' I N^ U 2.36' avc 01 24 12 iT1I sc F N T.S. d a L _ vxc er JK m L 0.53 --I I-- r as lr LFS ; 1 OMwHG W: p LASTIC UP LITE FRAME_ IS INSWING SIDELITE 26 PLASTIC UP ME FRAME SEIf ADJUSTING SADDU: THRfHOU) FL-15036 10 0 39 HIGH WATER DAM THRESHOU) SMC Spacer PVC fn 33 x sNen t0 a 10 0 1 /212018 Florida Building Code Online Business 81 Professional egulation BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts j Publications i FBC Staff i BCIS Site Map I Links I Sear. db1 ' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 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. florida bu i Id i ng.org/pr/pr_a pp_d tl. aspx?para m=wG EVXQvADgtH8572gvd Wld ku 3BmvbCOTFy%2fAGn RwpRX RfEB7u42Zdg %3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 r- FL # IModel, Number or Name 15332.1 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.2,l I SERIES 420 ALUMINUM SGD, Limits of Use' Approved for use in HVHZ: No Approved for use outside -HVHZ: Yes, Impact Resistant: No Design Pressure: N/A, Other: REFER TO APPROVAL DOCUMENT FOR -DESIGN PRESSURE RATINGS - - - - -- -- - REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4RI SEES420 ALUMINUM SGD; REINFORCED' imits of Use _ Approved for use in HVHZ: No'_ Approved for use outside HVHZ: Ye_s, Impact Resistant: No, Design Pressure: N/A' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE' REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I5332. 8 I SERIES 430/440 ALUMINUM SGD Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FL15332 R4 II 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510807D.Ddf SERIES 420 ALUMINUM SGD OX, XO, XX 96'Wb0' NON - REINFORCED, Installation Instructions FL15332 R4 II 08-00498E.pf' - Verified By: Luis Roberto Lomas 62514 Created by Independent Third_ Party: Y_e_s Evaluation Reports FL15332 R4 AE 510805D.Ddf Created by Independent Third Party: Yes, Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES- 420 ALUMINUM_SGD REINFORCE D_OX,_XO, XX 96'x96'), Installation Instructions' FL15332 R4 II 08-02249C.odf_ Verified By: Luis Roberto Lomas 62514' Created by Independent Third Party:_Yes, Evaluation Reports FL15332 R4 AE 512969C.Ddf _ Created by Independent Third Party: Yes Installation Instructions FLIS332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 II 08-00499E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.Ddf SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - Limits of Use Installation Instructions 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 ( SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use 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 5108101).Ddf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: 2tia E Credit Card Safe https:l/foridabuilding.org/pr/pi_app_dtl.aspx?param=vvGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%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 RESPONSIBNLITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD 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 W17H ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 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 NO. DESCRIPTION I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REASONS I C I DcscRFt0- I DATE I raPROYM 1 A JADDED CHARTS 03/05/12 R.L B 1 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATONS 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 o 650 WEST MARKET STREET\\\\S Vo1111rN1 R L0 i GRATZ, PA 17030 0 51SERIES420SGD 96` X 80" NON —REINFORCED NOTES p0LLr i 0'o '`[OR10p:• ' SSIOI DRN.: o+nc 10IEv 08 98 E IIAIII G``\ scL °" shcErNTS02/23/09 OF t 0 Luis R. Lomas P.E. FL No.: 62514 L ROBERTO LOMAS P.E. 14= OODFORDRDLEWLSVR.LF.NC270..'7 74-El W9 rrtmus( omaap cam 96' MAX FRAME MOTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 17' 6 MAX --{ MAX MAX6" 6" MAX 17' MAX O.C. O X 80' I MAX FRAME / HEIGHT / 6' MAx SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEEGHARTS n AND #2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 481)2 x79' 2. MAXIMUM D.L.O.. 44 W x 74 W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART e99•04-145) LOCATED 38 3m- ON CENTER FROM PANEL METALLIC TANDEM ROLLERS (PARTI199.17-195) AT EACH END OF PANEL BOTTOM RAILS RLV1901q DfSCRIP110M DATE APPRaID 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. CHARTor WHERE WATER WFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET r Design pressure chart (pA Frarre SN;o Pwal and Total FrWM Width (In) Haight 30.0 36.0 420 48.0 n) 60.00 7200 1 84.00 96.00 P0S Noy Pas I Nag I Pos Nog Pa! Nog 80.0 40.0 55.1 40.0 48.2 400 434 40.0 40.0 CHART 82 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chL1R (psn Frame Sn9le Panel and Total Frame Wdlh (in) Moight in) 30.0 36.0 420 48.0 60.00 7200 4.00 96.00 Pos Nog Pos N09 Pas I Nag Pas I Heg 00.0 55.1 55.1 48.2 48.2 43.4 1 43.4 40.0 40.0 CHART03 Number of anchor locations required Frame Single Panel and Total Frame Width (41) F"ht 30.0 1 36.0 42.0 48.0 le) 60.0 T20 0 96.0 HLS Jamb H65 Jamb HJambE Has Jamb 80.0 4 5 5 5 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A. 1 08-00498 W"I NTS GATE 02/23/09 1-2 OF 10 L P4WRTO LOMAS P.E. 1472 WOODFORD RD LEWISVILLE, NC 27023 434-CM-0 09 19. uYQDObnup+•Lwn SIGNED: 0612012017 11` O A OrrAr _ oF'w•-• OF ORlO • S ONAi1EaG` Luis R. Lomas P.E. FL No.: 62514 RT..wb1a I FI HI 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD dt JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r j 17' D.C. rI 6' MAX 17' MAX O.C. O T— AX AME IGHT 6' MAx 6' MAX CHART 04 Numb-o/xncb01 to -dons 1.9.1f d Rt Shoo Pans WO TOW LW WdN (n) 1 20.0 10.0 42.0 4.0 in7 60.0 710 84.0 1 66.0 H&S I Jamb H&S I Jamb HiS Jxmb HLS Jxmb Sao 4 5 5 5 6 5 1 0 1 5 I SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING I IMPACTRATING SEE CHART #4 FOR NUMBER OF t40.OPSF TNONE LOCATIONS REQUIRED SEE CHARTS 07 AND #2 SHEET 2 FOR OTHER UNITS RATINGS NOTES: 1 MAXIMUM PANEL SIZE: 48 12- x 79- 2. MAXIMUM 0.L.0.: 44 51r x 74 W HARDWARE SCHEDULE FLAT MOUNTED NANDIE SET (PART R99-04-ta5) LOCATED 18 31a• ON CENTER FROM PMIEL BOTTOM METALLK: TA4DEM ROLLERS (PART 099-17.195)AT E'1CH ENO Of PANEL BOTTOM RNLS REV 0ESCFW9I0X OAT[ I APPRWEO A ADDED C17AR1$ 03/05/12 R.L. 8 REVISED PER NEW TESTING ID/29/13 R.L. C ADDED FLANCE 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FIN ELEVATION F.A. 108-00498 WALE NTS OATS 02/23/09 —3 OF 10 L ROBERIO LOMAS PE. 7432 WOODFORD RD LEWIS VILLE, NC 27023 43--M-0609 rlbrusQJammrpa.mm SIGNED: 062012017 S R. I IC 0 / J i cb610 5w7ATOF.' o: .0ss/DNA ill11E? ?. 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' MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 II II II INTERIOR j10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO -BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT T-- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR ZX BUCK BY OTHERS MIN. BENT MIN. STANCE FMMSK 5 DEWRIP'lIOM DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 /4' MAX. SHIM SPACE r--T INTERIOR k_ EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS Dmww. DWO N0. F.A. 08-00498 CAE NTS DA1C 02/23/09 s'w4 OF 10 L R06ERTO LGAIAS P.E. 14V W OODFORD RD LEWISVILLE. NO 27027 a.eee•o6os rbnun(dL'wr+arp".atn SIGNED: 0612012017 5 RGI I`lO4/ i1fiEN,?*.9" S7SE OFIle a= ccs • oR1o • 10NA L1?\\\ Luis R. Lomas P.E. FL No.: 6251A METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. SHIM SPACE SMS OR DRILLING N 3 ILL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 1/2' Mll EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV I GTE APPRovm A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDEO FLANCE AND FIN INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION OETAILS 07/30/15 R.L. E I REVISED INSTALLATION DETAILS 08/20/17 1 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 FRAME INSTALLATION DETAILS DRAWN: oWG No. F.A. 08-00498 scALE NTS — 02/23/09 —5 OF 10 L ROBERTO LO.vAS P.E. 14V WOODFORD RD LEWISvxLE. NC 27= 411-0Ed0009 rAg nj5QD*jx WW a SIGNED: 06202017 S1IR1111`/o'//'/ CENS;9iP i 10 51 0; STAA OF : RLv 0RtDt'- ONA 1 `E C` Luis R. Lomas P.E. FL No.: 62514 R&MNS - 1 1/2- MIN 1• MIN. lav DMCFJPON DATE APPRO'AD EI SEPARATION EDGE DISTANCE I A ADDED CnARTS 03/05/12 R.L. r' I B REVISED PER NEW TESTING 10/29/13 R.L. T•,4 C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. w 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/30/15 R.L. L EMBEDMENT CONCRETE/ • _ EMBEDMENT E REVISED INSTALUTION DETAILSO6/20/17 R.LMASONRY 1 4 MAX. BY OTHERS $ HIM SPACEOPTIONAL 1/4` MAX. 1X BUCK SHIM SPACETOBEt" cPROPERLYSECUREDMIN' INTERIOR DGE SEE NOTE 3 ETANSHEET 101STANCE3/16" TAPCON3 MINEXTERIORTERIORSEPARATION SILL TO BE SET IN A BED Of APPROVED SEALANT 3/16" TAPCON a ' 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1x BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRE7E/MASONRYINSTALUTtON p, BY OTHERS SECURED SEE NOTE 3 SHEET 1 4. 1 1/4" MIN. NOTES: pt1 t. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. e' , 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE pN ° DESIGNED IN ACCORDANCE WITH ASTM E2112 1' SIGNED: 0612012017 z 7/8' MIN ," MIN. SEPARATION EDGE DISTANCE MI WINDOWS AND DOORS LLC A7111IIr11, 650 WEST MARKET STREET `5 R. LOii VERTICAL CROSS SECTION GRATZ, PA 17030•GENSF9.P CONCRETE/MASONRY INSTALIA TION SERIES 420 SGD Z *• 1py6 5 k = FRAME x 80' NON— REINFOA10 o fFRAMEINSTALLATIONDET=-jo , $TAT OF 0PAwN: Owl' No. F.A.08-004— 02/23/09 RLROBI:RTO LOAIAS P E.LYiS R. Lomos P.E. 1492 w(pOFORD RD LEMMSVILLE. NFL No.: 62514434458.0609 &=J96wv=-pv WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW ID FRAMING R 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. yJl EMBEDMENT 1/4" MAX. SHIM SPACE EXTERIOR 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 1 3/8" MIN EMBEDMENT T- 1 /2' MIN. EDGE DISTANCE WOOD SCREW y 10 WOOD J INTERIOR SCREWS ILL TO BE SET IN L BED OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 7 1/2" MIN. EDGE DISTANCE RENSONS DESCRIPTION DATE A PROrED ADDEO CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 FILL REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 R.L. 9/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DMC NO. F.A. 08-00498 suu NTS I D"1' 02/23/09 jsnET7 OF 1 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE NC 27= 434-0E-OW9 rnwy s9*A-kyyv.t SIGNED: 0612012017 4'T a 51 • Tr' A(,ACITcE OF ¢ i 0AlZ O R%0: Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL O 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 1 BED OF 1PPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2" MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS F&II&ONS RN I OCSCRPMN DATE I APPRO/EC A I ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDEO FLANGE AND FIN INSTALLATIONS 12/06/13 ILL D REVISED INSTALLATION OETAILS 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 80" NON —REINFORCED FLANGE INSTALLATION DETAILS F.A. 08-00498 4K NTS 0A1E 02/23/09 —8 OF 10 L ROBERTO LO"kS P.E 1432 WOODFORD RD LEWISVILL , NCI7027 4344"-O 09 rnonusBtrbnusa. com SIGNED: 0612012017 NJ C, R! IL 0 i 0 51 TATE OF i .n• F Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1 1/2 MIN 1• MIN. II DESCRWMON DATE APPROVED SEPARATION EDGE DISTANCE I ADDED CHARTS 03/OS/t2 R.L.. S I REVISED PER NEW TESTING10/29/13PA R. LADDEDFLANCEANDFININSTALLATIONS12/06/13 R.L. 1 1/4• MIT. REVISED EMBEDMENT INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ 1 1 1/4' MIN. EMBEDMENT REVISED INSTALLATION DETAILS 06/20/17 R.L MASONRY BY OTHERS 1/q MAX. SHIM SPACE OPTIONAL 1/4•' 1X BUCK TO BE I • r SHIM SPACE a PROPERLY MIN. INTERIORISECURED EDGESEENOTE3 SHEET 1 DISTANCE 3/16• TAPCON I• II EXTERIOR INTERIOR MIN a SEPARATION a ' 1 M4 3/16• TAPCON a EXTERIOR jIFi SILL TO BE SET IN A BED OF CONCRETE/MASONRY 3/16- TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEIMASONRYWSTALLATION TO BE PROPERLY 1 MASONRY/ SECURED CONCRETE SEE NOTE 3 SHEET I BY OTHERS NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE I q, 1 1/4• MIN. DESIGNED WACCORDANCE WITH ASTME2112 EMBEDMENT SIGNED: 06/20/2W I MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET g R. to i 2 7/8 MIN 1 • MIN. GRATZ, PA T 7030 C. E NSF 9r SEPARATION EDGE DISTANCE SERIES 420 SGO 0 61 *= 96" X 80" NON —REINFORCED VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS pME OF ; w CONCRETEiMASONRYINSTALLATION wAWN: 11Nt No. Ra O i' • RC 0 RIOP • ` A_ 08— 98 E AL1E G`\ areNTS02/23/09 9 OF 10 L. ROSERTOLOMA.SP.E. 1432 WOODFORD RD LEWISVILLE. NC 270YJ Luis R. Lomas P.E. 47J- 68F0607 rLb u>Ybrrusyr.com FL No.: 6251a WOOD FRAMING BY OTHERS y8 WOOD SCREW 1 1/4- MIN. EMBEDMENT v I T— APPROVED SEALANT BEHIND FIN 7/16- MIN EDGE DISTANCE 1/4- MAX SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAAUNG OR 2X BUCK WSTALLA TION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4 MIN. y8 EMBEDMENT WOOD FRAMING SCCREWREW BY OTHERS INTERIOR 1/4' MAX. HOOK STRIP 7/16- MIN EDGE DISTANCE EXTERIOR RENSKINS OCSCRIP110. MTE 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 07/50/15 R.L. REVISED INSTALLATION DETAILS 66/20/17 R.L. 1 5/8- MIN. EDGE DIST TRIM a 7 1 1/4• MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1/2- MIN. EDGE DISTANCE HOOK STRIP I BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY CONCRETE SHIM SPACE %(10 SELF DRILUNG im \, SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMNG 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 BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 L2 ' 2X BUCK OR WOOD FRAMING BY OTHERS TRIM — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2• MIN. EDGE DISTANCE i 3/8' MIN. INTERIOR EMBEDMENT HOOK STRIP SCREWOODII PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKI WOOD FRAMING 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 ORAYN: OrC NO F.A. 08-00498 scisE NTS JATr 02/23/09 --10 OF 10 L ROBERTO LO"4 S P.E. 1432 wOOOFORD AD LEWISVILLE, NC 27O2J' 434-Wd-009 IAortus@4bmxW.com SIGNED: 0612012017 N\\\\5IL1IILl0 O E N 0 0„& 51 x' T((,, ATT ccE O F ONA ` 1NN? 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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLONVA13LE 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 6063-175. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM l5 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 910 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 C=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 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS FLV=N5 DESCRWT*N WE APPR0<0 ADDED FLANGE AND FIN LNSTALLATIDN 12/10/13 I R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 1 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET L1ltlllrrrr 5 R' LO a i GRATZ, PA 17030 E NSA 0 81 tSERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96" NOTES A TATE OF :` O'•' ClOR10*- DRAWN: o.c No. REV V.L. 08-02249 C 7 rr11IICL 'Tc — NTS 10/30/13 1 Of 10 I 11ltL LUI3 R. Lomas P.E. L ROSERTO LOURS PE 1432 WOODFORD RD LEMSVILLE. NC 27D29 4j4-"3-0w9 NomasQ vbrusp can FL No.: 6251a 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r 17 MAX MAXO.C. 6' 6' MAX AXI , 17' MAX O.C. 96' MAX FRAME HEIGHT y I 6 IAAX 1 I SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.0PSF NONE SEE CHARTS II AND 42 FOR OTHER UNITS RATINGS NOTES: I. 'MAXIMUM PANEL SIZE: 48 la'. W 2. MAXIMUTA D.L.O.: 44 S8' x 90 Sib' HARDWARE SCHEDULE 1 FLAT MOUNTED HANDLE SET (99404.145) AT 38 314- ON CENTER FROM PANEL BO I METALLIC TANDEM ROLLERS (99.17-195)AT EACH END OF PANEL BOTTOM RAILS UMIN1JM 6063.76 REINFORCEMENT (668)AT ALL PANEL INTERLOCKS CHART s1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. CFF Ivn= a e _ , NEV15lOr1S Rcy OESCRL MN OAIE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. - C REVISED INSTALLATION DETAILS 06/21/1) R.L. Dosign pressum chart (pso Frans SYp10 P.mW arld Tout FramtD Width (h) wt 30.0 1 36.0 420 1 4A0 01) 60.00 7206 aa.00 96.00 Pas Nap Pas Nog Pas Hog Pas Nog a4,0 40.0 504 a0.0 50.9 40'0 45.7 40.0 4•LO 1R0 40.0 55.2 40.0 48.0 40.0 43.0 30.4 394 920 40.0 524 40.0 45.4 40.0 406 37.t 37.1 96.0 40.0 49.8 40.0 43.1 38.a 3a 4 35 0 35.0 CHARrA2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design prassur0 chart (pan Frame sr'p Pano and Tool Frame Width (n) HOgm 20LO 1 3[0 420 48.0 h) 60.00 7200 a100 9&00 Pas Nop Pas Afag Pas Hag Pas Nog 840 a4.0 4 50.9 45.T 42.0 42 0 Sao 2 4a.0 3.1 431 39,4 394 Ir 920 A53S.2 4 45.4 410 915. 7 0. 0 40 5 37.1 37.1 96. 05 43.1 5 4 38.4 35.0 35A CHART as Numbbr or anchor IOW moos r@Qutf9d RD" Single P4r1ol and Total Franc Wlmn (hl Nvu 3a0 1Sao 420 48.0 in) 60.0 720 0 96.0 HLS Jamb M65 Jamb H4S Jamb HLS Jamb UO 4 6 5 6 6 6 a 6 aao 4 6 5 6 6 6 6 6 920 4 B S 6 a 6 6 6 0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96" ELEVATION ORA": Dr,C NO. R V- L. 08-02249 W` A-1 NTS OidE 10/30/13 -LT2 OF 10 L ROeERTO LOURS PE. 1' 3-' W't=r'ORD RD LEWISVILLE• NC 2T02J 4' Ura8-0W9 dkma „9upnuP.4an SIGNED: 0612112017 R I I`Io, 11 l le QTTA CTIccE0 F Rl0e Luis R. Lomas P.E. FL No.: 62514 A FF HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART g4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX6MAX {— I— r O C. 1 6" MAX 6" MAX IMAX17' O.C. 6" AX WE CHT 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS e 1 AND 92 SHEET 2 FOR OTHER UNITS RATINGS HARDWARESCHEDUCE FLAT MOUNTED HANDLE SET (9M4-145) AT 38 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMNUM 6063-T6 REINFORCEMENT (666) AT ALL PANEL INTERLOCKS REV I DCSCR4-TM WE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 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'r 95' 2. MAXIMUM D.L.O.:4J58'.90Y3- CHART a4 Number o7onchor Ioca dons required Fromm Slnpb Panel and Total Lka Width (n) SIN 30.0 36.0 420 4&0 h) 60.0 72.0 84.0 96.0 HAS IJambI HAS I Jamb HAS Jamb HAS Jamb L4.0 4 6 5 6 6 8 6 6 NM.O 4 6 5 6 B 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 8 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION OIUWN: Owc NO. F V.L. 08-022a9 sc41 NT JOXTI 10/30/13 511uT3 OF 10 L ROBERTO LOURS PC. 1472 WOODFORD RD LEWISVP LE. NC 27027 47ai6lO609 xoma pNorwp.can SIGNED: 0612112017 ENSF J1' 514. TAT O OF:z 0RVO ViVs ONAi1EO\ Luis R. Lomas P.E. FL No.: 62514 tMIN. RLV S Dr S EDGED DISTANCEREV OESo OIw GATE APOROAD I A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L B RLYISEO INSTAUATION DETAILS 0E/03/1S R.L WOOD FRAMING M!N. MENT C REVISED INSTALLATION DETAILS 06/21/17 R.L. OR2XBUCKBY OTHERS#10 WOOD SCREW CINTERIOR 1 3/8- MIN. 1/4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1/ 2' MIN. DISTANCE^ EXTERIOR 5EDGE irt10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 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 WITHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN, r. UIIc vnTANCE f10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS DR. urN: OWD n0. R V. L. 08-02249 VuLE NTS JDATE 10/30/13 —4 OF 10 L R08ERTO LOWS P.E. 14M w00DFORD RD LEWISvmLE. NC 27= 4s ' aso-O o9 +dbmas l lalusP..aom SIGNED: 06/21 /2077 50 07((,,A TFF i Fs, • 0R10•G` 111111ONA 11\ Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE rt1 1/4• MAX. 1q 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 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLA 77ON 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 T- 1/2• MIN. EDGE DISTANCE L_ 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX. FSHIM SPACE DESC1EVD0N DATE A-Ao m ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1111Irrl/I 0 R' LO i i GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X 96` 1a 51 FRAME INSTALLATION DETAILS P. AOFF TTEDlt +. 0.c No. REv 0; 01--- <OR10*'• i SS: • V.L 08-02249 C scuc NTS DATE 10/30/1.5 5--5 OF 10 L ROBERTO LOMAS P.S. 14= WOODFORO RD LEMSVRLE. NC 270:J Luis R. Lomos P.E. 94- W-0G09 roonisprkwruyy,cyn FL No.: 62514 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE 4 n 1 1/4' MIN. EMBEDMENT CONCRETE/ n I MASONRY 1. BY OTHERS 1/4 MAX. SHIM SPACE OPTIONAL 1x BUCK T TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN A BED OF APPROVEDESSEALANT T a 1 1/4" MIN. n• . EMBEDMENT a- 2 77/8-i MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION C0NCRETE4(ASONRY INSTALLATION P[vK+DNS DE.SCkP110N WTE APPROVED ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/0 R.L. 1 1/4" MIN EMBEDMENT 1/4" MAX. 1" .a SHIM SPACE MIN. I INTERIOR EDGE DISTANCE 3" o MIN SEPARATION a 3/16' TAPCON EXTERIOR CONCRETE/MASONRY L 7BYOTHERS JAMB INSTALLATION DETAIL OPTIONAL Ix BUCK CONCRETFIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 062112017 MI WINDOWS AND DOORS LLC 650 WEST K17REET RATZ,MPA030 SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER yJ S\ENSF9s 0. 62$1 FRAME INSTALLATION DETAILS TAT OF a oa rN: D»c NO. 08 50 2T249 C s`,s1OMAL+E G\ scvEarcNTS10/30/13 6 OF 10 L ROBERTO LO.W P.E. 14. ti WOOOAOAO AO LEWISVRLE NO Z7027 Luis R. Lomas P.E. 434- M-009 rA-us®reaWp.C" FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3%8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE 610 WOOD SCREWS EXTERIOR W f L f INTERIOR ro BE SET IN OF WED SEALANT g10 WOOD SCREW WOOD FRAMINC OR 2X BUCN BY OTHER MIN. BENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2r 12 1 3/8" MIN. EMBEDMENT 1/2 MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS aVtS*NS Rry DESCRWT" WE APPROVCD A ADDED MANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION OETAILS 06/21/17 R.L. 1/4' MAX, SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET ttuurrll O GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER r• 0 9 * a : FLANGE INSTALLATION DETAILS oOJ-.4. TAT OF z OlrAwri DVG No. nv t.•'OCOR10;• V.L. 08-02249 C i / / G iSOIVAl1E ALENTS °ATC 10/30/13 T7 OF 10 L ROAERIO LOMAS V.E. 1J.7': V11"FORD RD LEWISVKLE. NC 2702;! Luis R. Lomas P.E. 43+•tas-o s rmnusptpn spr. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4• MAX. B r SHIM SPACE d10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 IN 1/2- MIN. EDGE DISTAN( 110 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS NL>SGJN$ oaCRL noN o,lE ypRDym ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06121 /2017 MI WINDOWS AND DOORS LLC 650 WEST 1IIIIIII/, CRAT2, MPgKE7030REET J\S EN09i1; SERIES 420 SGD REINFORCED WITHOUT ADAPTER c G1261 FLANGE INSTALLATION DETAILS y • $TAT OF — DKA.N: V.L. ort no. RCv i•t 0RM"• i S • G 5C LE 08-02249 C O111Ai1?\` NTS °"TC 10/30/13 8 OF 10 L ROBERTOL0w$PF. 1432 WOODFORD RD LE WISYCLE. NC 27D27 Luis R. Lomas P.E. I434-m-OW9 imaut 6brtu p .mm FL No.: 62514 1 1/2- MIN. 1• MIN. REVrWNS SEPARATION EDGE DISTANCE FMV DESOMTOR on1E .PrlrovEo A ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4' MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L. EMBEDMENT COMA ETE/ SONRY - : a •. _ 1 1/4' MIN. EMBEDMENT BY OTHERS 1/4• MAX. 1 OPTIONAL SHIM SPACE 1X BUCK TO BE PROPERLY SHIM SPACE SECURED MIN ( INTERIOR SEE NOTE 3 EDGESHEET1 DISTANCE a 3/16• TAPCON El EXTERIOR INTERIOR 3 aMIN. SEPARATION a r SILL TO BE SET IN a A BED OF 3/16• TAPCON 3/16• TAPCON APPROVED SEALANT EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASON RY/ CONCRETFIwSONRY INSTALLATION CONCRETE OPTIONAL IX BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 a . —'—F NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 4,. 1 1 /4• MIN. NOT SHOWN FOR CLARITY. a. n .' EMBEDMENT 2. PERIraETER AND JOINT SEALANT BY OTHERS TO BEa .. DESIGNED IN ACCORDANCE WITH ASTM 62112 SIGNED: 0612112017 2 7/8- MIN. 1• MIN, MI WINDOWS AND DOORS LLC 111111I11I, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET S R' LO i VERTICAL CROSS SECTION GRAT2. PA t 7030 ` . E N 3F -I CONCRETbMASONRYINSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER =1r• Jo 51 x= 96` X 96" FLANGE INSTALLATION DETAILS — O—I ItiP • TAT OF oaAwN oac No. •L`• V.L. aLv i51%<S-1 R70 08-02249 su1L NTS D.IL 10/30/13T9 OF 10 C isjONAl1E?V L ROSERTO LOW S P E --I14nwO0OFORDRDLEw1SV711E.NC27QJ LUIS R. Lomas P.E. 34-M-009 IDan sPvwm,p. , FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED — SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 88 WOOD SCREW 7/16• MIN EDGE DISTANCE EXTERIOR 1/4 MAX SHIM SPACE 1 1- 7/16- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN. 1 1/4• MIN. EDGE EMBEDMENT r DISTANCE WOOD FRAMING BY OTHERS 1/4- MAX. SHIM SPACE INTERIOR INTERIOR TRIM ItMS10NS INN DESCAWIlom DATE APPROYEp A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 RE`ASEO INSTAuAT10N DETALS 08/03/15 R,L C REVISEO INSTALLATION DETAILS 06/21/17 R.L. 1 5/8• MIN. EDGE DIST. G TRIM INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS f 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16- TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION M,4SONRY.'CONCRETE METAL STRUCTURE BY OTHERS 1/2 MIN. EDGE DISTANCE TRIM INTERIOR 1 3/8 MIN. EMBEDMENT - HOOK STRIP HOOK STRIP SCREW DRILLING 10 WOOD PANELSCREWEXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 06121/20172XBUCKhVOOOFRAMING MI WINDOWSDDOORS LLC KET STREET 650WESTMARKETGRATZ, PA 17030 51R1111L/ O/// v . 0 E NS'fU, VERTICAL CROSS SECTION WOOD FRAMING BUCK INSTALLATION a 6t * - SERIES420SGDREINFORCEDWITHOUTADAPTERILL I LL TI FORSrLLrNSTALLATIONSEESHEETS 49. 96• X 96* NAILFIN EL HOOK IMSTALLATION DETAILS J a_ NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, Sl p0•• 7ATOF ln DRAWN: V L orc N0. NOT SHOWN FOR CLARITY. 2 PERIMETER 08 49 C js ONA G\` scut arEsN[[T NTS 10/30/13 10 OF 10 AND JOINTSEALANTBYOTHERSToBE7I11ILtlDESIGNED INACCORDANCEWITHASTME2712LuisR. Lomas P.E. LROOERrOLOMASP.E. 14M WOODFORD RD LEMSVILLE. NC 27027 434-M• 009 r usm.Dom FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREtAENTS 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 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 RFOUIRFD 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 REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. I TABLE OF CONTENTS 1 NO. I DESCRIPTION 1 1 NOTES 2 1 ELEVATION 3 - 9 1 INSTALLATION DETAILS otem5lDn DESCRIPTION DATE I APPROWM A JADDED CHARTS 03/06/12 1 R.L. D REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R L. ' D ' REVISED INSTALLATION DETAILS OE/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET O GRATZ, PA 17030 VCENS* 9s ii AD 61 rSERIES430SGD 143' x 80' NON REINFORCED NOTES TAT OFE6 O<•'cCpRIO:• cRAwN: Owclro. RFv 08-00502 E id. pNAi;I G` Luis R. Lomas P.E. a.ur< ar[ NTS 02/23/09 1 OF 9 L. POSER rO LOADS P E. 1432 INVOOFORO RD LEMSVILLE, NC 27023 7+idbO609 inarnas(obnyso..com FL No.: 6251a 143' MAX FRAME WIDTH SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 91 AND 2 FOR OTHER UN1rS RATINGS NOTES: 1. MAXIMUM PANEL SIZE.' 48 1/-x 791 MAX1AJUAt O.L.O.: 44 X4' x 74 3.8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3q' FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17-195) AT EACH END OF PANEL BOTTOM RAILS REN90N5 Dc5cAd vN DATE APPROYM ADDEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVLSED INSTALLATION DETAILS OB/05/15 R.L. REUSED INSTALLATION DETAILS 06/27/17 1 R.L. 6' MAX CHART at WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET r Design pressure chart (pso Franc Haight in) Single Panel and Total Franc Width (in) 30.0 36.0 42.0 47.7 90.00 10&00 126.00 143.00 Pas Nog Pas Nog Pas Neg Pas Neg 80.0 40 00 54.9 40.0 48.0 40.0 1 43.2 1 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET r Design pressure chart (psi Frams Height Single Panel and Total Frame Width (in) 30.0 36.0 42,0 47.7 90.00 f08.00 f26.00 143.00 Pas Nag Pas Nog Pos Nog Pas Nog 80.0 54.9 54,9 4B.0 46.0 43.2 43.2 1 40.0 1 40.0 CHART a3 Number oranchorlocations requlrod Frame Haight ogle Panel and Total Frame Width (in) 30. 0 360 42.0 47.7 in) 90. 0 10&0 12&0 143.0 N6S Jamb HdS Jamb HdS Jamb Hd5 Jamb 80. 0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80- NON REINFORCED ELEVATION F. A. 08-00502 AIX NTS axTE 02/23/09 -2 OF 9 L R08ERTO LOWS P.E. I4J2 WOODFORD RD LEWISVXLt3 NC 27OX UJ- 68l-0fi09 rOPm+sQPlarno:P+ran SIGNED: 062212017 FL 11 ` IO , T/i GEN 0 , 61261 x T r,, A rTllrrEOFF O. o OR\Or•G?`. Atill i1 1`\ Luis R. Lomas P.E. FL No.: 62514 CE WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1- 1/2• MIN. EDGE DISTANCE g10 WOOD MIN. SCREW MENT WOOD FRAMING OR 2X BUCK BY OTHERS CIASL VIZW %,I; VERTICAL CROSS SECTION WOOD FRAMING OR 2X BULK IIVSTALLA77ON 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 REWS ONS DCSCRIPnON DnIE APPROVED ADDED CHARTS 03/08/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR EXTERIOR L--v I a 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 F.A. 108-00502 saLE NTS I DATE 02/23/09 —3 OF 9 L. ROBERTO L0144S P.E. 1432 WOODFORD RO LEWISVILLE. NC 27P:J 9 68Jd6CJ Immas YloausP+.cam SIGNED: 062MO17 ILI0 CENSF'9J' S7SE DF 0. is`/ONA 11 \-,S' Luis R. Lomas P.E FL No.: 62514 1/2• MIN. ALV RLV190NS DL%CR.PftN DATE APPROVED METAL EDGE DISTANCE 1 A ADDEO CHARIS 03/06/12 R.L. STRUCTURE 1/4` MAX B REVISED PER NEW TESTING 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED WSTALIATION DETAILS 08/05/15 R.L. 1/4• MAX E REVSED INSTALLATION DETAILS 06/22/17 R.L SHIM SPACE 1 /2• MIN. 10 SMS OR EDGE DISTANCE INTERIOR SELF DRILLING SCREW 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, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR L TO BE SET IN BED OF APPROVED V.ANT R10 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 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAM: OWG N0. f.A. 08-00502 say.[ NTS o"Tr 02/23/09 —4 OF 9 L R06EATO LOMAS P.E. 14A2 WOOOFORD RD LE WISVILLE. NC 27= 47+•6660609 rRonuaOl61omayp..mm SIGNED: 0612212017 J r' R. I1Clo4f v••\GENS'9J' S(T°rArcTFE OF 0R10V'• Luis R. Lorrlos 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. I" MIN. SEPARATION EDGE DISTANCE 1 1/4" MIN. a EMBEDMENT I 1 /4" MAX. SHIM SPACE 3/16- TAPCON EXTERIOR INTERIOR J ErANAI IUN VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT MIN. EDGE DISTANCE 3" MIN. SEPARATION .. . 3/16" TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1/4• MAX SHIM SPACEIF RN DEScICPnow DATE wQ'•ED A ADDED CHARTS 03/06/12 R L B REVISED PER NEW TESTLNC 10/i5/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/OS/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR a I EXTERIOR rj JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSTALLATION 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: 06/2P/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET `5 I L0'i GRATZ, PA 17030 ` •GENSF9s SERIES 430 SGD = *• 0 51 * _ 143" FRAME x 80' NON REINFORCES _ FRAME INSTALLATION DETAILS $ . 0p , TAT Of DRAnr. 7No REV °F` F- 0050 OR10p •? su,c NTS - 02/23/09 08 s+axr52 OF 9 E //,111NAj1E'C\ L ROBERTO LOURS.E. Luis R. Lomas P.E. 14CWOODFORDRDLEMSvaLE.Nc27= FL No.: 6251443+4aa-0609 r7wrtr.tOmuspo com 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK _ BY OTHERS 1/4' 1 MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II I 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 AS TM E2112 SET IN APPROVED MIN. AENT 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. F SHIM SPACE RN DESCAWiION WE PPROdD A ADDEO CILARIS 03/06/12 RL. B REVISED PER NEW TESTNC 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 O6/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DR Wt DYG M0. F.A. 08-00502 scar NTS °` 02/23/09 —6 OF 9 L. R08ERTO LOWtS P.F. 1412 WOODFORD RD LEWISVI LE. AC 27022 3aW-000 dbaus&k p =n SIGNED: 06122120 17 5 RI I I f. GENSF;s 0 sly 0Tr,A TkE OF ; 0RM pNA"i\\ Luis R. Lomas P.E. FL No.: 62514 1/2" WIN, METAL _ I EDGE DISTANCE STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR TO BE SET IN 3ED OF APPROVED 1LANT g10 SMS SELF DRILL SCI 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 nvWONS ItEv D=RWIION CITE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L 1/4• MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L SHIM SPACE t/2" MINI. EDGE INTERIOR DISTANCE I 110 SMS ORILISELFDRILLING SCREWS — cil 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 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN; owc NO. F.A. 08-00502 Meat NTS I 'ATE 02/23/09 S'M 7 OF 9 L ROSERrO 40AIAS PX 14= WOODFORD RD LE WSMLE. RC 27D27 434.63s.ow9 rEom sQDNortuapv rom SIGNED: 0612212017 J\ 5 lt lll` !/ OY/i EMS:9J, STTATATE OF -4u i// S,ONA 11EN\\. Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT A OPTIONAL I1 1X BUCK TO BE PROPERLY SECURED 1/4- MAX SEE NOTE 3 SHIM SPACE SHEET 1 3/16- TAPCON EXTERIOR II II II II II II INTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1— VERTICAL CROSS SECTION CONCRETE44ASONRY INSTALLATION 1 1/4• MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4- MIN. EMBEDMENT 1- MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REASONS RLV DESOMMON DATE NPROKi1 A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 70/t5/t3 RL. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05,/t5 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L. JAMB INSTALLATION DETAIL CONCRETEQASONRY 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 VV1111111rrIr R. - p ij iZI.-\ GENSFGRATZ. PA 17030 9J+ SERIES 430 SGD OTA143" x 80" NON REINFORCEDFLANGEINSTALLATIONDETAILSp• OF 1 iOt` • f( O RVD i SS O.A au.M: owc No. RLv F.A. O8 E 4 G` o T[ 9007502TS02/23/09 8 OF 9 L RODERTO LOMAS P.E. 14=WOODFORDRDLEWISVILLE.NCZ7023r Luis R. Lomas P.E. 47+-0AE•0009 awr gnuNxr o FL NO.: 62514 1 5/8- MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - d d 1 1 /4- MIN. EMBEDMENT IX BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16- EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP REVISIONS REV OEStRPT10N DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTLNC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. METAL STRUCTURE 1MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP 10 SELF DRILLING S ISCREWPANEL 1/ 2- MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8- MIN. EMBEDMENT a010 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKNVOOD FRAMING NOTES.- INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143- x 80- NON REINFORCED HOOK INSTALLATION DETAILS ORA": prC NO*F• A• 08-00502 seat NTS — 02/23/09 —9 OF 9 L ROSER70 LOMAS P E. 14321% OOOFORO RD LE WISVILL E NC 27an 43aa,- OM a.-USQkIOm.*w c SIGNED: 0612212017 RILI0 // GgNSF , f1 0.62511 0 STAAT' E O F i .. AiYYS pNA 11 i\\ Luis R. Lomas P.E. FL No.: 6251A NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORID,; 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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E13DO-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS R O IR D FOR THIS PRODUCT IN WIND 30RNEDEBRISREGIONS. 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 DONOTREOUIREWATERINFILTRATIONRESISTANCE. 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. 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION OFTAII c REVrAGN5 DESCRP110N DATE APPROVED ADDEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTWC 10/15/t3 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 05/05/15 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 0612212017 MI AND ORS LLC 650OW SS MARKET STTREET STREET R 11L 0/ i GRATZ. PA 17030 Jtj i Io 51 tt SERIES A30/"O XIX SGD 143" x 96" REINFORCED NOTES 7D0•• TA7 OF w i.'n •:'C 0 RLOps' • • • • • • " G iiS 0MA; 1\ 1 Luis R. Lomas P.E. DRnwR: F.A. owc w. 08-00503 REv E NTS wE 02/23/09 s"aT t OF 9 L ROD£R lO LOADS P.E. 14..VWOODFORDRDL£wESV¢L£.AC27a U<49.OGo9 .uarus vbmasp can FL No.: 6251 A RLVSONS 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REOUIRED 17 6' MAX MAX D.C. r - 6' MAX T _ 6- MAX L 17 MAX O.C. 96' T MAX FRAME HEIGHT 1 6' MAX X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING 114PACT RATING t40.OPSF NONE SEE CHARTS 01 MID ,112 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 46 1/L• x 95' MAXIMUM D.L.O.: 44 3N's 90 SB' HAROWARESCHEDULE 1) FLAT MOUNTED HANDLE SET (994)4.145) AT 37 3w ON CENTER FROM PANEL BOTTOM 1) NL'TALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL 80TTOM RAILS ILUNJNUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS ILUMINUM 6063-TS RENFORCEAENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF PANEL INTERLOCK DESCRIPTION A I ADDED CHAINS B REVISED PER NEW TESTING C ADDED FL NCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART/1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (jD4 Forte Sho Mahal and Told From Wg01(0) Ho4hl J0.01 36.0 420 1 47.7 IN 90.0010400 f2[00 14300 Pos NCO' Pos Nop Pos Nap POs Np 84.0 400 600 a0.0 57.9 a0.0 52.0 40.0 a8.0 Sao 40A e0.0 40.0 54.6 400 4tl9 a00 a50 920 40.0 59.6 40.0 51.7 40.0 Is.t 40.0 42.3 9s o ao.0 586 40.0 49.0 40.0 437 40.o w.o CHART 42 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO SEE NOTE 9 SHEET 1 Doll n pressure chart (ps0 Fame Ssgn Pahol and Total Frarro Width (n) Haight 30.0 36.0 I20 1 A7.7 90.00 10100 126.00 1 14300 Pos Nop Pos Ng Pos Nov Pot Nop 4.0 600 60.0 57.9 57.9 52.0 52.0 48.0 48.0 ae.o 60.0 60.0 Sae 54.6 48.9 489 ASO 45.0 920 59.6 59.6 51.7 51.7 76.1 46.1 423 423 W0 58.6 56.6 a9.0 49 0 43.7 43.7 400 400 CNARTs9 NumD4v of anchor lowions ro0ulrae Framo In) Sn910 Panel ono TOWI F1, 1ZOHobN 30.0 3&0 47.7( N)90.0 708.0 14J,0HASJambNayJ4mDHaHisJ4m0D4.0 6 e 7 6 b9 6Sao7676e96920767689696.0 7 8 7 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 08-00503 CAL' NTS °"n 02/23/09 1 s"CE'2 OF 9 L ROSER rO LONAS P.F. t432 Vi`"FORO RO LEWLSVrLLF. NC 27023 414-66d-0609 rlom+W>Wurispo mm 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 S `Ft I ) C1p OENS. o 51 ••: a-AE OF x" R O R IDr • s. G2.` JS/ONA;;1\\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/ F8p" MIN. OR 2X BUCK EMBETMENT BY OTHERS 1 1 3/8" MIN. 1/4" EMBEDMENT MAX. SHIM J 10 WOOD . SPACE SCREW 1/2" MIN, EDGE DISTANCE 110 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS REASONS R[v DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS OD/05/15 R.L. 1/4" MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE INTERIOR 11 ;U 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 wwx oK NO F.A. 08-00503 wuc NTS D"'c 02/23/09 —3 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27027 34-6618-ObM nl—WS&fA0mjfp..— SIGNED: 0612212017 J\\J\S 1R It` Io/, G E N SF 9J" A4. TTAAY OF a-r PORlO, :A` ONA,;E` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2• MIN. i IEDGEDISTANCE 1/4' MAX. SHIM SPACE 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STAUCTURE INSTALLATION NOTES' I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOVIN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED NI ACCORDANCE WITH ASTM E21 12 1/2• MIN. EDGE DISTANCE iM5 OR DRILLING v T— DR p10 SMS OR — SELF DRILLING SCREWS TO BE SET IN IED OF APPROVED LANT METAL STRUCTURE BY OTHERS 1/4' MAX. I SHIM SPACE FINTERIOR i RL REV DESCRVRON DATE APPROVm A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW 7ESTwC 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DEEMS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 1 R.L 1 EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRA W; DAG RO. F.A. 08-00503 SCAt NTS I DA'E 02/23/09 1 s"M4 OF 9 L ROSERIOLONASPE 1432 WOODFORD RD LEWSVILLE. NC 27023 474,05.0609 rRa w;vw0-:SPv L SIGNED: 0612212017 J`C, RfIIL10 r,ENSF?s 0 6 251 9 TACTffrrE OF w= Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EDCE DISTANCE I 1 1/4" MIN. EMBEDMENT 1/4 MAX. SHIM SPACE I . 3/16".TAPCON EXTERIOR acrwwnvry VERTICAL CROSS SECTION CONCRETElMASONRY INSTALLATION INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDCE DISTANCE 3' MIN. SEPARATION ..: 3/16" TAPCON SILL TO BE SET IN v A BED OF APPROVED . SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE T/4• MA% SHIM SPACE REVtS*NS DESCRPr4m DATE APPROVE? ADDED CHARTS 03/O6/12 R.L. rE REVISED PERNEW TESTWG 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.LREVISED INSTALLATIONDETAILSC6/22/17 I R.L. L rrtpmIIoa EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLITION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES.- 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS 70 BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET \5!t'. Q i GRATZ. PA 17030 •G Eli SERIES 430/440 X1X SGD = *• ?51 FRAMEx T96"ALREINFORCED o :` FRAMEINSTALLATIONDETAILS ' ? , TAT OF DRAwN: oAc no, I F. A. OB-00503 sS/IIAIl1 G\\\` x'IE NTS DAB 02/23/09E 5 OF 9 // t L R08ERTO LOMAS P.E Luia R. Lomo: P.E. I.rwDDOFORDRDLEWISVILLE.NC27an FL No.: 62514 4.}+.6ds06?9 ra°nusafda v. mm 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. D FRAMING t 2X BUCK EMBEQMENT j BY OTHERS 11 /4• MAX. JJ SHIM SPACE EE 10 WOOD SCREW EXTERIOR II I II II II II INTERIOR 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 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 E2712 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8• MIN. EMBEDMENT 1 3/8• MIN. EMBEDMENT T- 1/2• MIN. EDGE DISTANCE y10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS t/a• MAX r SHIM SPACE REVISIONS RN DESCh1PT104 DOE APPROYCD A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEW TESTING IC/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 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 FLANGE INSTALLATION DETAILS OWN: ONG 40. F.A. 08-00503 Sc'" NTS 0 E 02/23/09 ' 6 OF 9 L. ROBERTO LOA"S P.E ia92 WOODFORD RD LEHMSVHLLE. ArC 27= 7+-683.0009 rnomAso*jonmcw'c SIGNED: 0612212017 5 11FL1 I ttJo "A/' i STATE OF 0 ia s ORIOh•G\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. _ EDGE DISTANCE CA I CMIUM r 1 —wn 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHO'NN FOR CLARITY. Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4 MAX. r SHIM SPACE INTERIOR RM90NS RCV GMRVIION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED 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 LE I REVISED INSTALLATION DETAILS 06/22/17 R.L 1u I EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS MA W, ONc No. 08-00503F.A.F. C' E NTS D"'E 02/23/09 5ifR7 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RO LEWISV¢LLE. NC 270W' UsdaO.oSD9 .rmusTpt vrm pl.aom SIGNED: 0612212017 i LiP pTArATE OF 7 O. iFS' cCOR10F G?1 Luis R. Lomos P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 1 1/2" MIN. COAPLTV1N EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1" MIN. r EDGE DISTANCE 1 1/4- MIN. 1 1/4" MIN. 1/4" MAX. EMBEDMENT EMBEDMENT a •' I SHIM SPACE 1" MIN. EDGE DISTANCE ° SHIM SPACE 3• r3/16" TAPCON MIN. SEPARATION INTERIOR 3/16" TAPCON , O INTERIOR REV&I DESCRIPTION DATE A PROAD ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. r A SILL TO BE SET IN EXTERIOR A BED 0: APPROVED SEALANT . Ih OPTIONAL IX BUCK JAMB INSTALLATION DETAIL llfl CONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED CONCRET&MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT 4 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CL ARLTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 I2 SIGNED: 0612212017 MI OORS LLC 1R I11/ 0'/,/ 650DOWSWWEST MARKET STTREET 5 GRATZ, PA 17030 oENS*9s; SERIES 430/440 XIX SGD a 5Yxvslt= 143" 96' REINFORCED T• FLANGE INSTALLATION DETAILS p E 4, TAT OF DRAWN. OMC N0. REV 0 COR1O• OS-0 0503 E /,AYS//'hI1A111E G``\ WILE aTENTS 02/23/09 8 OF 9 L.ROBERTOLOA/ASP.E II.j1 WORD LE117SvILLE.NC 17023 Luis R. Lomas P.E. jL,_ M-0400 r0anu:(010krruap°.aom FL No.: 6251a 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP ---- 1 1/4" MIN. EMBEDMENT BUCK BY OTHERS, IXtX SUCK TO BE PROPERLY SECURED 3/16" EXTERIOR a PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE METAL STRUCTURE BY OTHERS TRIM —,, INTERIOR HOOK STRIP REVISIONS REV OESCIEPIION DATE 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 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE jJ10 SELF DRILLING SCREW 1/2" MIN =30 PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP So WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD 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 MTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" z 96' REINFORCED HOOK INSTALLATION DETAILS pRAfvN, ON'C N0. F.A. 08-00503 STALE NTS I O"E 02/23/09 s"w9 OF 9 L ROBERTO LOAMS P E. 1172 WOODFORD RO LEWISVO.LE. NC 27023 4366d1-= '&—.©Ylonu Aw— SIGNED: 0612212017 J\ 5 RAIL/o 1p p A 0TATE OF ••:.0 Z Luis R. Lomas P.E. FL No.: 62514 FLORIDA ORPAMMIllyt OF c ProfessionalBusiness & Regulation BCIS Home i Log In i User Registration i Hot Tapics I Submit Surcharge I Stats d Facts I Publications I FBC Staff i BCLS Site Map I Links i search a Product Approval IUSER: Public User R, db,. t'l;ivi.- Product Aooroval Menu > Product or Application Search > Application List > Application Detail 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 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark—Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174.PDF Sections from the Code r ... "*. --. . r . . .. 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 # IModel, 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 11 307494 P11 Track Suoolement Chart sianed.odF FL9174 R12 11 324620 P16 Jamb Connection Supp sioned.odfImpactResistant: 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 Reoort - 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 11 0229-318959-P9 S.odf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.pdfimpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - 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 li 0230-318960-P10 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Sum) signed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00JR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 11 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.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 9174.6 5120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S,odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf FL9114 R12 II 319040 PI Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 lamb Connection SUDD sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sigped,pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0233-319000-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned,ndf FL9174 R12 II 324620 P16 Jamb Connection Suon sloned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18,50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.131E Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21'. Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track SuoDlement Chart sioned.Ddf FL9174 R12 1I 319040 P1 Post Istall Instructions signed.pdfImpactResistant: Yes FL9174 R12 1I 324620 P16 lamb Connection Supp sloned.pdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 IS' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 1I 0237-319025-P7 S,odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 PI Post Istall Instructions sloned.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supo signed.01' Design Pressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 Il 307494 P11 Track Supplement Chart s*gned.pdf FL9174 R12 lI 324620 P16 Jamb Connection Supo sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: i 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. FL9174 R12 II 307494 P11 Track Suoolement Chart slaned odf FL9174 R12 11 324620 P16 Jamb Connection Suop sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24'. Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 lI 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart sloned.odf FL9174 R12 iI 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0603-319029-P6 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 II 307494 P11 Traci: Supplement Chart sipned.odf FL9174 R12 II 324620 P16 lamb Connection Sunn cinned,odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Traci; Suoolement Chart sioned.odf FL9174 R12 II 319040 P1 Post Istall Instructions sipned.odf FL9174 R12 II 324620 P16 lamb Connection SLDD sioned.ndfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0605-319031-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 307494 P11 Track Suoolement Chart sloned.0 FL9174 R12 II 324620 P16 Jamb Connection Suoo signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: 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-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sianed,odfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Suoo sipned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 I5120/5140/6100/9100/9400/9600 0609 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: 18' Max width. B' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 11 0609-319035-P6 S.pdF FL9174 R12 II 307494 P11 Track Supplement Chart sioned.1W FL9174 R12 II 319040 PI Post Istall Instructions signed.odf FL9174 R1Z—LL 32A620—P16 Jamb Connection Suoo slaned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created •by,Independent Third Party: Yes - I 9174.19 5140/6100/9400/9600 40608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned,odf FL9174 R12 tI 324620 P16 Jamb Connection SUDp sioned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 P31 Track SupDlement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed,pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yesdoor. Bach Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-407-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florlda Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M"® ag Credit Card 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, 14 L,-ZZ4 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 1. Introduction/ Scope I I I I I// /, I/ QoN. D. N. Thlo'%, O.•'• SF '•." 9 0' No. 46718 N STATE OF ONAL ?.. l11111` Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. 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 P 1, 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 111. 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 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes ON D' T////' Table 1 B — Doors under Evaluation 0OP. `IcN*'.., O 7r No. 46718 N STA7E OF l L, " I-( C 2or/% ONA L ENG \\. FL9'i74:11"" 1 FL'' 9174:12 ' "' FL 9174.13 FL 9174.14 FL 9174.16 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-135 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Ratin Q- Table I — Doors under Evaluation - r 0- FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,,// Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9" 16'x8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-136 319034-135 319033-P6 Impact No No Yes No No Ratin Table 1 D — Doors under Evaluation C. Conclusion Tti %% IocENs,- N ; No. 46718 STATE OF WRV'*- S/ ONA \\ Ztv l 7 to ( 01 lv 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 5s' Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20- 3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May 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 HMILL I. NON-4MPACT RESSTANr GLAZING OPTION - .090" MIND" SW GLAZING IN UODED FRAMES SCREWED IS CA MGRQ MIa[ TOGETHER WITH A UIDNM OF (5) FNI' S IEY6 IISTAI.LFD IN TOP OR INTERMEDIATE SECTION (VATH OR TJTHOUT DECORATIVE NSERTS) MEETS UNIFORM STATIC OFSIG/ PRESS RES SHOWN ON THIS DRAWING GLAZING 13 CA fLAO ANGLE- SHALL HAVE A MNOYNJ HEIGHT OF 13.73" AND A MAXIMUM LENGTH OF 15.75'. GLAZING IS HOT II.PACT EETRESSTANrANDDOESNOTMTHE REQUIREMENTS FOR IG GAIDN KOFUL TRACKMtD- TORE DEBRIS REGIONS 3/ 15TH-3 '- 7. IIACr RESSTANT GLAZING OPTION - IMPACT LAG RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP MN 3 AS OR INTERMEDIATE SECTION (WITH OR NTHHOUT DECORATIVE SHE") MEN GLAZING SHALL DE 1/4' MAKRO CN-AR 16 W MN VERT- POLYCAABOHATE OR EQUAL GLA291C 04ALL HAVE A MA7mMIM HEIGHT OF ISM* AND A MAXIIM LENGTH OF TRACK 30. 01'. GLAZING IS IMPACT RESISTANT AND ODES MEET THE REQUIREMENTS FOR QUID -BORNE DEGAS RECONS. 3/16R1-3/0' uo- SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS SCREW AT EACH GLAZED SECTION REQUN6 REINFORCEMENT (RACKETS JAMS BRACKET ATTACHED TO U-BAR ON LIP/ER INTEGRAL AS (SEE DETAIL C SHEET 21. 16 CAJ-STRUT SCREWED TO LD'1FA 1/4-20.1/II' TRAGIC- INTEGRALL RD OF CTION AND OPERATOR STDE TO RE BOLT AND I//4-2D VEX FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) MIT AT EAGI J8 JAMB 1/ 4-14R7/NF SELF DRILLING CRUPTITE SCREW TO ATTACH BRACKET LOCATION iME J-STRUT TO IKE INTEGRAL RID AND OPERATOR STILE AT ME CENTEAIKE OF THE DOOR PER DETAIL F ON SHUT 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 0' O. C. RUST OIEAM TOP AND BOIL ENDS OF PANELS MINIMUM 7/1I- TO MEET NEGATIVE PRESSURES. 4. KEY HOCK, SIDE LOCKS, OR OPERATOR REQUIRED. IS CA STIFFENED' 5. SECTION SHALL BE CONSTRUCTED AM FOALED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSULATION CHEIDCALLY SEE SCJHOMULE FOR BONDED TO 30 W HIOLIY FACER STEM AND A P0. WAMINAIE BACKEA. OR 32 CA STEEL BACKER. END OUNOTY. LOCATION. AND TYPE CAP TO HAVE A wFDNM 1.1' DEPTH. IL THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOOK OR AIDE LOCK, ELELOITS SHALL BE THE RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSONAL OF RECORD FOR 1TIE Bu1DIHC oa REWIRED VAIN OPERATOR CIVRE INW SIRUANDACRDAN0. 11TN =CENT OUD.ODIO SEE NOTE 4). SIDE CODES FOR THE LOADS LISTED ON T14S DRAWING, LOCK SHOWN FOR 7. DOOR JAMB TO BE MIMNUM Zf0 STRUC7U11AL GRADE CLARITY LUM81P REFER TO JAMB CONNECTION SWPLE3@NT FOR HOE• (4 SECTION SOLD ATTACHMENT TO SUPPORTING STRUCTURE DOOR . SEE SHEET 2 FOR U-BAR LOCATIONS L LOUVER OPTION - .040" M INOAN LOUVERS N MOLDED ON DOORS WITH OI ER FRAMES SCREWED TOGETHER WITH A IODNM OF (0) SECTION QUANTITIES AND F6.1' SCREWS INSTALLED UN THE BOTTOM SECTION. SEE NOTES 1 AND 2 ON MS SHEET FDA LAZING LOUVERS ARENOTIMPACTRESISTANTANDDoN0TMEETTHEREO9RDENTS FOR YDO-BORNE DEBRIS REGIONS OPTIGH3' LOUVERED SECTION REQUIRES OPERATOR STLE TO BE FACTORY NSTMMED AT THE C.HTERUNE K THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOORHW4IHRT IB1(FORY LOTH FJLM JAMB (Plfl WOTH W- IT ALL 207.2 -2301 Na-0" ML IB1J -201.1 1Y-0' ALL 153.4-1 ALL 129. 5 -144.0 VVVII111111111///// PIS' '' ya .••' ICENSF •.' No. 77945 O'•. STATE OF ' • AS,/CANAL ENG nK},(1b L1NH011Nhil rT 4sn HKARm ROAD 1w nKNr rNlr< daD n TNf A IS NI1iEI PRQFC; AL TNGLUI7 SM PROVIDED ONLY FOR VnIrICAnHn G NaOID/D fIIISNRLNGTN011 DlTAAs W END CAP RENSIOHS P4 CHANCES TO WNERAL FORMAT AHD' CHANGED AT EN FASTENER CAPS ANTYPEAT ENDCAPSANDtoRETAINER. CHANCED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. IDENTIFICATION METHOD FAOU COLOREO PAINT TO STAMM NUMBER. OAT 3/ 1/00 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING, STRICTURE ANDCLARIFIEDNUMBER OF FASTENERS AND CENTER IHNCES RECURRED FOR NAROV'ut DOOR WOTHS. MTiO 0/ 10/08 PO ADOEO IMPACT RESISTANCE TO DOOR AWED MODEL DIM MIRED NOTE 1 ER ATE THATLOUVERSARETo NOT IMPACT RESISTANT CRT 1/ 1/07 P7 MOLDED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHRI TRACK DETAIL SHEET Z GOT 4/ 17/01 Pe ADDED IMPACT RESISTANT CLAmr. ADDED TEXAS LICENSE WMOER TO TITLE BLOCK. CHANGED LOUVER NOTE INCREASED MAX HOCK TD T- 9'. AWED HIGH I LIFT AND ROOF PITCH PD UPDATED TIRE CRT 0/ 20/10 PIG ER31528 ADDED OLDS, AND UIEL (5) CENTER HINCES PER JOINT BACKE)t OIES DON DOMS GREATER THAN OR CSC S/27N /2017 1Y-0". (3) CENTER HNTES PER JOINT REWIRED ON DOOR MDIMS LESS THAN OR EQUAL TO W- O'. JAMB BRACKET SCHEDULE DOOR HEIGHTS NO. OF BRACKETS EACH JAILS TRACK BRACKETS MEASURED FROM 10TTOM T1PE OF TRACK ALL OIMENSONS 2 2' T-0 4 i C JB 1 (01). 23-7JB . 31 JD , 45-1 4 (0)), BY J9 H FAT , I F JB21-3 rD 4 . 21-34' JOX42 JB 13-1 4' J3 HY-0" S e a JB 17' O[JD), 34 JO 47-1 4 C . 51" A (01). 75JIJ e'-O' s 1 6 FAT JB ID' JB 21-34' (A). 29-3 4' Je 41 JB 37-1 4' J3 . 0E JBN 75-1 JB e-0' DH UFT ROOF PITCRI ISEE NOTE BELOW FOLLOWING DIMENSION DENOTES SLOTTED JAMS BRACKET ATTACHED 70 TRAGIC WITH 1/4-2116/14' TRACK BOLT AND NUT. FOLLO'NNC OIMCISON DENOTES DUCK NSIALL JAMB BRACKET INSTALLED N BUTTERFLY SLOT. NO ADDITIONAL HARDWARE 1IMEDED TO ATTACH TO TRACK. DOORS NTH HIGH LIFT. ROOF PITCH. AKD/ OR GREATER THAN IF N HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRAM CURT FOR OETALS. STATIC PRESSURE RAT 4 S APPROVED SIZES SCALE: N.T.S. SFZE A Wayne DESION (PSF: +Zi90/-28.80 MAX VMTN; 16'-0- DATE NAME PSF}. +3&85 -43.20 MAX HEIGHT: e'-I' YLN 3/8/06 GRT j6_E^^JG Dalton. MP IACT/CYCUC RATED (YES/ NO: YES MAXSECTION HEIGHT: 21' ECXEp 4/6/06 URB GARAGE DOORS MODELS 5120/9100/9605 SHEET 1 OF 2 DIVISION OF OVERHEAD DOOR COXF PE NS 93 COLA DISON FLORIDA WINDLOAD SPECIFICATION OPTION CODE0230 DRAWINGPART N0, 318960 REV. P10 BSI a4-w10 13 GA ADJUSTABLE TOP FLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FPnURE ATTACHED TO OTH THE (a) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES "• ` HOLES EACH END FACING UPWARD INaOTTOU OF U-BAR / AND ATTACK THRU END CAP AT WTH (2) 1/4-1415/B'r9=Q5 EACH UO OV) I/4-14x7/B' / CRDPnTE sCREws SELF DWLLWC UPTITE SCREWS J FOR STANDARD TRACK AND (3)) O 1/4-14x7/B' SELF O IURic LTMIPITIE SCREWS FOR LOW HEADROOM REACx (2 OF %aCH . . ARE USED TD ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SIDE ATTACKED YD USED ONLY ON IMPACT U-BARHOLESINTOPOFU-BCE U-BAR OVER INTEGRAL RIB WITH GLAZED SECTION - 11 MTH( 2) 1/4-14x5/B' C WTTTE SCiEM THE (B) PRE -PUNCHED HOLES EACH DID GA REINFORCEMENT USE 0 HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH TRRU END BRACKET ATTACHED PROPER AUO ME NT OF ROLLERS SCAP ERFT EACHLUNG END VATH 2 1 4-14x7/r WIITTH 4) 1/ C 14x7/E FMI3 CA HWCE ATTACHED EXCEPTION-- U-BAR PLACED OVER TOP CONPTIE SCRE>tIS (2 _ 1RTH ( 4) 1/4-14x3/B' RO ON THE BOTTOM SECTION SHALL Clr TNRW01 BOTH CRIMPITTE SCIE16 2 OF BE on THRU 00 CAP AT EACH ORACCET AND U-WM) , 70001 ARE FACTOR! END WTH (1 t 4-14x7/B' SELF" DRIWNC ATTACHED) CGMIITIE $/KEV LOCATED ON THE DETAIL G BOTTOMFLANGE OF THE U-BAR NAIL: DUE TO CLEARANCES RERIwED TO 2' NYLON STOWrtaR0 rJ INSTALL SCRV,5 AT THE ENDS OF THE ROLLER YATH U-BARS, ALL U-BAR5 SHALL BE 4- 1/2' STEM DETAL INSTALLED ON SECTIONS PRIOR TO B INSTAWNO ROLLER SLOES AND TOP W FOREON THE U-BARS. SEE ATTAGNMERT NOTES ON THUS SHEET. IB CA NWOE ATTACHED OVER VATH ( B) 1/4-ZW/B NTEGUL faB AND ATTACH CROWTTE SCREWS (2 OF 1nTH ( z) 1/h2IId/B' . CRIMP SCKEWS 1NRU WGGH ARE rACTCTY IRIS-PUNCKED HOLES AT ATTACHED, 3 OF WOCH EACH IN1E10KEDIATE HHGf ARE PED INSTALLED OTT) LOCADON (1 THRU FLANGE TOP LEAF. ANB 1 OF KCH Is FIELD INSTALLED OF U-BAR Mo BOTTOM HINGE LEAF AMD 1 TOW THRU PRE-PUCHED HOLE WEB OF U-BAR AND N U DETAIL INTEGRAL RB OF SECTION) C 12 CA BOTTOM BRACKET FACTORY ATTACHED WTH 3 I h14x5/E' PACE U-BAIR OVER INTEGRAL RB WI711 NOTCH DOWNB07IOA1 TOCLEANBOTTOMnTESCREWSBRACKETANDATTACHTBOENDCAP AT EACH END WTH 71) 1/h14x7/B SELFORVU.No CRIMP IE SCREW MASS FOT IMPACT RESISTANCE, SHMEN AND USE (1) 1/4-14x7/B' SELF THEBOTTOMBRACKETMUSTBESOIE\ ED TO THE BOTf04 .. DRILLING COMPUTE SCREW ACROSS BOTTOM OF THE BOTTOM U-BAR AT U- BAR YITH 2) i h14x7 SELF DETAIL D EA CH PRE-IUNCRED HOLE AT EVERY HINGE LOCATION. USE (1) 1/h21=141* C LTGNPTITE SCREWS SEE IMPACT 0011TM BRACKET C IMPTITE SCREW AT ALL IHER PRE - PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. ENE jKo ,rA'', e'' V. 7GENyF'j. Q: ' No. 77845 ' 0, •. STATE OF . • • ((,: S 0NALL0.. 11KWr1c a X-F'O, R 457E OOUPIYROADIwYDIDRlOL ON. R PC TTNS Tx PE 111.5 PFWFP=M& E GLUM StAL FR019O *AYFOR KRJ1rArom w WN' ADAD mETM4JCTO1 OETALIL 4 MIN STADGESS mTH STANLESS BACKED RUBBER WASIFAS 3-I/Y 0.G YAx— 1n. MAD cE U ACE SSG400A I 1 STRUCTURAL SEALANT OR EOIA` NALENTFACERSTEEL1. A _ , D N ON- STRUONRAL DECORATIVE INNER MHDOT TRTL1— DETAIL E 1 1/hT4x7/ B' $QF OCLLNO CIONPTTTE W AI IF11 LINE OFDOORTOLLJ-STRUT Y OPERATOR BRACKET. J-STRUT i SCREW ONLY REQUIRED ON IMPACT a -AM SECTIONS SEE NOTE 2 SHEET 1 . . DETAIL F ATTACH BOTTOM BRACKET TO BOTTOM U-BAR VM ( 2) 1/4-14x7/f' SELF 0D0WNG C IMPUTE SCRE7' {' IMPACT BOTTOM BRACKET 3) SECTION DOORS M7H () 3', 1B CA, Bo 16 U-BAR` LOCATED 01TR INTEGRAL FORS AS 4) SECTION DOORS WTH (5) 3'. IB Ch IW KSI U-BARS LOCATED OVER INTEGRAL MRS AS U-BAR ATTAQIYFNT NOTE! 1. ALL U-BARS SHALL BE PLACED OVER NTEGGL R NS AND ATTACHED THRU PRE -PUNCHED HOES WITH (2) 1/4-1445/C CGUPDTE SCREWS AT EACH INTFAMEGATE HINGE LOCATION. (2) 1/h14x7/5' SELF CAGIM CUMPiTE SCKEV6 AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETNL B AND D THUS SInn (2) 1/4-144/6- OWPTITE SCREWS APPRO01ATELY MIDWAY 111CMEN END Or DOOR AND NIERMEDIATE HINGE LOCAT04 AND (1) 1/4-14x5/4' CRIMPTITE SCREW ARRO)MATELY B' FROM EACH END. FOR DOOR WIDTHS GREATER THAN IY- C', THERE SHALL BE A TOTAL OF (20) STREWS AITACIKC EACH U-BAR EXCEPT WOTH U-BAAS ON BOTTOM SLC710N S/1ALL XAV[ A TOTAL. Qi (l8) SCRET4 EACH FOR DOdt WIDTHS lFSS TIUW OR EQUAL TO THERE 94A L BE A TOTAL OF (U) SCREWS ATrACHWG EACH U-BAR EXCEPT BOTH u-BARS ON BOTTOM SECTION NON-SINUCT RAL DECORATIVE SHALL HAVE A TOTAL OF ( 14) SCREWS EACH. OVER VVCPOY TRW 2. WITH THE EMCIPnON Or THE (6) PRE-PUNCNED HIRES N 1/4' POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER DUDES ANTILE E HIE -PUNCHED HOES IN THE BOTTOM OF EACH END USED THE ATTACHMENT OF THE TOP FDOURE AND UNLESS NOTED OTNERMSE ON THIS SPECIFICATION DRAWING, ALL FRE-FUNDED HOLES IN ALL U-0ARS SHALL BE ATTACHED TD THE DOOR V4TH 1/ 4-14x5/r UftntE SCREWS. 1 10 CA U-BARS SHALL BE STAMPED '44i APPROxMATELY B' FROM EACH END. Wayne Dalton. GARAGE DOORS GVI9OI OF OIEWEAO GDOR 00 3A5 AMIWN GAVE PEISACOLA. FLORIDA 32314 T11501 474-9BBD HOED CENTER HWCE ICE AND ADDED NOR C"OH. 1NCFO STRUT ITIHCATION METHOD M COLORED PAINT TO APED NUMBER. 3N/vO ADDS) SUPERIIPNOED MGN PRESSURE LOADS SIPPORONC UCTURE AND NOTED NUMBER OF TENETSC: AND NTOt DES BEOLOREO FOR tRONJERDOOR WIDTHS. 15/10/OD ADDED WACT STANCE TO DOOR LED MODEL BIOD UF1ED NOTE I TO TE THAT LOU%rRS HOT IMPACT STAMMT. MOOFED JAMB UIXET' 50ROAE FOR OPTM ADDED INU LK DETAIL SHEET 2. r 4/ 17/05 ADDED IMPACT STINT GAZING. LED TEMAS LICENSE MR TO TTE BLOCK. HOED LOUVER NOTE REASED MA%HEIGHT W-I*. ADM HIGH r AND ROOF PITd IX NOTE r 7/22/OB UPDATED TITLE MOCK r B/2E/ 1G I ERS152E ED IMIM AND XER NOTES 5/ 23/3D17 N. T.S. MODELS 5120/9100/ 9605 SHEET 2 OF 2 DRAWING PART NO REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 14" MAX f i 12" MAX 12" MAX 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. D'NAYNL A RORNISN, PE 4376 COUNTY ROAD 150 MOUNT 1@E No FL PC 77945 TX C 117U& PROFLSSONAL ENCI11M" SEAL PROVIDED ONLY FOR VOOFICATON CF WHOL"D 0ONS-M=0N DrTJ PLATE LOCATION HEDULE 13 GA MIL• CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13GAMI CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS CLIP DETAIL 11 GA MIN CLIP SEE SCHEDULE — LOCATIONS 0.28 SCHEDULE CK 13 GA MIN CONTINUOUS WALL ANGLE 4 NO. 7794.5 S 7a _' SIATEOF ANAL ENS'•``• TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK pfall-y'swal DESIGN PRESSURE CHART 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 wDaiton. GARAGE DOORS 3395 ADDISON DRIVE 850 474-989032514TRACKSUPPLEMENTCHART,PEN ANGLE 12 FOOT 1TED 8/11/03 IPDATED FORMAT. EASED ALLOWABLE iSURES TO 0O/-52.00 PSF FOR ODOR VODTHS 1GED 'TEXAS WALL i' TO 'CONTINUOUS ANGLE'. ADDED rRATE MOUNTING NL CHANGED TO CHANGED FORMAT. IED MODELS 9900 1 8024 WITH OVERLAY TRACK CLIP IEOULE. 0/21/07 UPDATED MODELS LED IN CHARTS. HATED SPLICE A CUP IEDULES. B/06/07 UPDATE MOUNTING AIL DRAWINGS. 1D/45/07 UPDATED CHARTS TO wATE THE USE OF 9 CLIP (REPLACED i /9 ACROSS THE mo). 10/24/07 UPDATED STEEL 1N71NG DETAIL I D4/11/08 EXPANDED 1-1/2' TO 1/8' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 UPDATED TITLE 1CK 8/2/10 UPDATED TILE CK. REMOVED CHART. 11/15/13 UPDATED TITLE Kx 5/15/17 SHEET 1 OF 2 DRAWING PART NO., REV. 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN.) 1 2-248 1/8 2-24 MIN 3/16" TANGLE STEEL FOR 5/16" x 1-5/8" WALL ANGL LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR _ BETTER AT EACH 1/4-2Ox9/ HOLE OR PAIR OF TRACK BOLHOLELOCATIONS 1/4-20 HEMOUNTINGTOWOODJAMBDETAIL MDETAIL23/4" OPTIONAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING CONCRETE MOUNTING DETAIL MAYS A xnDSH. 'E 4575 COUNTY ROAD 110 MOUNT HCPL CHID R PE 77/A0 Tx PE 117L1R FROfESSONAL ENGINEER'S SEAL PROVIDED ONLY FOR YEJD71G11oN OE "mumD COHSTRUcTm DETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP IIIlirrrrr// LICENSE S sNo. 77945 QT STATE OF = S-1ONAL Wayne WDalton. C/ ( f GARAGE DOORS CHART 3395 ADDISON DRIVE PE"( 150) 474-990 32514TRACKSUPPLEMENT ALL ANGLE 12 FOOT DATED J 5/11/D3 3 UPDATED FORMAT. CREASED ALLOWABLE TESSURES TO 46.00/-5200 PSF FOR 1 DOCK WIDTHS. iANGED 'TEXAS WALL VGLE• TO 'CONTINUOUS ALL ANGLE'. ADDED 1BSTRATE MOUNTING TAIL CHANGD TO CHANGED FORMAT. LED uDDELS G8D0 D024 WITH OVERLAY B/21/07 IPDATED MODELS D IN CHARTS LTED SPLICE h CUP DOLES. 9/06/07 10/OS/07 IPOATED CHARTS TO NATE THE USE OF ICUP (REPLACED 9 ACROSS THE I UPDATED STEEL UNTING DETAIL IS 04/11/05 EXPANDED 1-1/2' TO 3/ 8• DOOR THICKNESS WHT UP TO 14' MICIH. T 12/11/08 0 ADDED MODEL 8700. DATED TITLE BLOCK R 6/2/10 1 UPDATED•TCTLE OCK. REMOVED CHART. T11/ 15/13 2 UPDATED TITLE OCC C 6/ 15/17 SHEET 2 OF 2 DRAVANG PART NO. REV. 307494 P11 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACC-, FLDRIDA 32514 B50) 474-9890 J Na_ 77945 y STATE OF FS ••:c ORIDP .•'G SIf/NA MEN ILIUM MAWE A KOWm. m 43n COUNTY ROAD I" UOMT HIM oRIO EL PE 7"43 Tx PE 117M PRWE=0NAL EMGMEEn SEAL PROVCED ONLY FOR VIDOXATIOY OF WIR MCAO CQ4IRUCOOM LETAA4 1 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MAX MUM SPACING 8' MAX UUl? 3 8H R LOON LUMBER. rwt 4' a' 2—]/4' 2) 3/8• SMPSON MIEN HD SCREW ANCHOR WTDf A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DEJAR I MINIMUM 2500 P9 CON _ NOTE' MAXMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.4 STRUCTURAL CRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2xR FOR ATTACHEIMENT TO CONCRETE AND GROUT FILLED CMU, TIP. SEE DETAILS 1, 2, AND ] REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2x8 ] HEADER LOG( SOUTHERN PDSE LB ACfET WMBF.R Y 4' 8" 4- 4) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIQIM EDGE DISTANCE OF 4'. YINOAUN MOD P51 (,R01rt FI I Fn CN 1 NOTE: IBIMAXM DESIGN LOAD CAPACITY OF 2400 LEIS MMINDMUY 2.8 /] tH ER LOCKSOUTHERNPINE LUMBER 4' 4' 4) 3/8' DIA. LAG SCREWS WITH 1-1/4' O.D. WASHERS, LAG SCREWS SMALL HAVE A MWIMUM PENETRATION OF 1-9/32"INTO THE MAN SUPPORT MEMBER QEIdIL_3. LOAD 1 F'" WRSDD SUPPORT STAUC7 ulauiiar.N 1 nAD CAPACITY OF 2430 LBS SHEET 1 OF 2 REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 NAME JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACDLA. FLORIDA 32514 850) 474-9890 VK 4 XORNON' rE SA COUNTY ROAD 1 W NOLWT HOPL OM FL PE 771A TX FE 117mR PROFEMOHAL ENONEER'S SEAL PROMOm ONLY FOR V31oRGDON OF R4.TLOAD arrSMM7*N WTA4S MIN 2500 PSI CONCRETE NQTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' GF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIY'4. WIN EDGE DIST THE PROFESSIONAL OF FOR THE STRUCTURE 3/6• SIMPSON TITLN HD. 2-3/4• YN EMB1D. WN 6• BETWEEN JAMB BRACKET LOCATION IAMB BRACKET 1/4-20A/16- TRACK BOLT AND 1/4-20 HEX N TRAP( D1REM CONCRFTF MOUNTING DETAIL P NcENSE sy Z Q = Np 7-7945 i ,0 W 44/. 7A'm ofppAFLORIOP ' ' SSIONA- MIN 2 R 4 SPF (G-0.42) DR BETTER WALL STUD NDIF: 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 - 5/16' LAG SCREW WITH 1-9/32• EMBED N CENTER OF STUD (f 1/4') FOR EACH JAMB BRACKET LOCARDN JAMS BRACKET 1 /4-20d/16' TRACK BOLT AND 1/4-20 HEX N TRACK DIRECT W000 M(11NRNF. TALI MAY A= ac PER .. F STFNER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCKESC6/15/17 t DATE NAME 4 10 13 GIRT ED DRAWING PART NO. I REV. 324620 IP16 1/2/2018 Florida Building Code Online BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear. a Product Approvalcm,-1041db USER: Public User Product ADDroyal Menu > Product or Aoolication Search > Aoolication List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 s Application Status Approved Comments Archived O 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 i Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 r 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 O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. r 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 7j Validation Checklist - Hardcopy Received i r Certificate of Independence FL19715 R3 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/LS.2/A440 2008 4 ASTM E1886 2005 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 4 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzk1 hGufBV5nRNMfoIDM5dhG310CYhzgZSGo 1 vg%3d%3d 1 /2 1/2/2018 Florida Building Code Online t 9 0 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 11 SWD002 SS 2017-06-15.odf 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.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 1 .2 eries 2 0/ 00 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 fI SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls 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 dick here . Product Approval Accepts: M ® iC.d 0 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 IS THE MINIMUM NUMBER OF ANCHORS TO SE USED FOR RODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INONIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF EI/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT OETAILS I.E., WITHOVTCONSIDERATXON Of TOLERANCES( TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION AN040R WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 INCH. SHIMWHERE SPACE OF V16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CON57RLCTTD OF HIGH DENSITY PLASTIC OR BETTER. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 100 COMMON NAILS OF UMURT LENGTH TO ACHIEVE 2-In INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE REI SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 YM—RUOMMOMWIN BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/3- EDGE OISTANCE. THROUGN FRAASE INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-IntHCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE TILROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4-EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL• MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, SRIOL 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 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W THTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 1011LS21AA400B/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRVE/MASONRY, ZX FRAMING. AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS WISE 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 PROOLKT APPROVAL TO BE OBTAINED ;ADM M.IAW-DADE KEA DA 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 GTH EDITION FIC. 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 SMALL BE INSTALLED W ACCORDANCE WITH ANCHOR B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SKEET 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 SPECIFIC GRAVITY OF 0.55. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DO PSL C. GROUT -FILLED CALL UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF =0 PSL D. HOLLOW BLOC( CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO SS. E STEEL- MINIMUM YIELD STRENGTH OF 331LSI, MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F ALUMINUM - MINIMUM ALLOY W63-TS. MINIMUM WALLTHICKNESS OF LAG'. MIN. 1/2' EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FEN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION. 6 GLAZING DETAIL MAX OVERALL SIZE CONFrG. DESIGN PRESSURE MISSILE RATINGWIDTHHEIrHT 36' 64' O/XL 35 / -35 PSF NON IMPACT DB' 66' O/X 50 / -50 PSF NON IMPACT 38' 74- 0/X 50 / -50 PSF NON IMPACT 35' 77' O/X 35 / -35 PSF NON IMPACT M' 62' O/X 50 / -50 PSF NON IMPACT 46' 72' O/X 35 / -35 PSF NON IMPACT 46' 94' O/X 20/-20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 63.75' OM (ORIEL) 33 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL.) 20 / -20 PSF NON IMPACT 72' 6Z' O/X-0/X 35 / -35 PSF NON IMPACT 7T 64' O/XO/X 35 / -35 PSF NON IMPACT 76' 62' O/XO/X 50 / -50 PSF NON IMPACT 76' 72' O/X•0/X 50 / -50 SF NON WACT 76' 77' O/X-0/X 25 / -25 PSF NON IMPACT BO' 74' 1 O/X-O/X 35 / -35 PSF NON IMPACT 96' 74' 0/X•O/X 30 / -30 SF NON IMPACT LOB' 6Y O/X-0/XO/X 50/•50 SF NON IMPACT 10B' 72' O/X-O/XO/X( 50 / -50 PSF NON EAMACT LOB' B4' O/X-O/XO/X 25 / -25 PSF NON IMPACT OsLuft oproC 6y Mor—F. N4 o.RE Da : 2017 OBIS I'M IX40490 11 SilverLine Ande(sen O{ SIIKALSK OtiK r4)•TN 4tVN:wICIL w t145S m Rr.:X •LYIOPU n v p o 111I 1I LL\SI O T a Z =i vZOpvN NG u: SWO0.02 IEE'P 1 OF 6 MAX FRAM HEIGHT 9! MAX FRAME Imo_ WIDTH 4E' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96- e E a 5 z MAX. FRAME HEIGHT 74- L A D s ELEVATION TWIN SINGLE HUNG WINDOW I QUALIFIED CONFIGURATIONS ARCH TOP CONNGURATIONS FOR ALL 29014902 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL ZWZ-4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX FR. HEIGH T MAX FRAN HEIGHT 9E MAX. FRAME WIDTH 48- ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' TRIPLE SINGLE HUNG WINDOW SilverLine Ut1TIdeFun I- o. sn.Fa ut or,xvC r+o.rr wH:wln, ru caot nc r».'7 a>rmo 110,1 mZ j- i p a = 2 u 2 0 0 u DWG u SW0002 SHEET: 2 OF 6 2' MAX. FROM CORNERS 31' MA) O.C. 1 11' MAX O.C. r MAXFROM 4 1/2" MAX CORNERSO.C. 4 1/r O, INN 2' MAX. FROM CORNERS 2. MAX, Wort. «•.. r ums•ror wrsf s,,, urt.waaco,w,a.•oc FROM r H[•o, ,.a.uro saa CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6- MAX FROM 20 MAX CORNERS I O.C. 6' MAX. FROM CORNERS20' MAX. O C. L 6' MAX. FROM CORNERS L 1 ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 I/2' MAX OIIC. L 6' MAX FROM CORNERS 4 1/2' MAX, r- O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 1' MAX FROM CORNERS 6- MAX O C. I- I` MAX FROM CORNERS 6' MAX FROM 12 3/4- MAX CORNERS I I 36 1/2' MAX L O.C. ANCHOR STRAP 6' MAX. j P/ N 50-2995.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW F- 6' MAX. O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW r MAX. O. C. Silver Line L Andersen cm snvELVE okm noon. wu swa w wloe w ( tstla»-rom Ko um vit+ z y S S W p V LL S< ztx ` o = z Qym JZ < z wmcLuW m oc x t` a o D) V Jz O p H o F-• i a O Lu aLu Lu q m wan N m Z vN ANCHOR STRAP J r ZP/ N 50-2995-2 c o v N SEE SHEET 5 FOR DETAILS DWG Yfi ANCHOR LAYOUT SWDOOZ THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN CONCAETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS a 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 3/8' MIN. MIST. EDGE tt8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS MAX. PERIMETER / SHIM SHIM SPACE SEALANT / UNIT BY OTHERS l UNIT HEIGHT EXTERIOR INTERIOR SEE GLAnWG DETAIL, SHEET 6 VERTICAL SECTION 4 MEAD -2X WOOD SUCK NAIL FIN SEE GLAUNG DETAIL, SHEET 6 EXTERIOR INTERIOR O.A UNIT HEIGHT l PERIMETER 1SEALANT1 BY OTHERS 1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS Ma WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. WOOD BUCK BY OTHERS EDGE DIST. SEE SHEET 6 FO CONNECTION DETAILS D •' a CAULK BETWEEN CONCRETE/ MASONRY NCRETE/ MASONRY Q 2X BY OTHERS WOOD BUCK BY OTHERS 1 MIN. EMBEDMENT VERTICAL SECTION SILL - 2X WOOD BUCK NAIL FIN Silver Line b0u dersxn or[ :nv[ewE NUK r+o Tw alnm,rrtct w orur n. Ir+l u woo 3 H Z" ^' 71/4' MAX. MIN. 3/8' EDGE DISTANCE SHIM SPACE a300ov SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS A%tN. 3 THREADS H W SEE GLAZING ' PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE h cctL a a INTERIOR tt8 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR rMETALSTUDBYOTHERS, 5EE SHEET I INSTALLATION p q NOTE 14 mm NJ EXTERIOR FINISH BY OTHERS w EXTERIOR Z oPERIMETERSEALANTO BY OTHERS H Z O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB -METAL STUD NAIL FIN a m Vl m Z J ON J Y 3 V Z p Q U N DWG 9: SW0002 SHEET: ^ OF L 010 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS + CAULK BETWEEN CONCRETE/MA5ONRY BY OTHERS EXTERIOR FINISH 3/4' MIN. EDGE DISTANCE 2X WOOD SUCK/STUD BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS d SASH 4 SEE SHEET 6 FOR R 1 112' MIN. EMBEDMENT 1/4- MAX PERIMETER SEALANT SHIM SPACE BY OTHERS / O.A. EXTERIOR ( ! INTERIOR UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 j) VERTICAL SECTION S HEAD-2XWOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 1 EXTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS SEE GLAZIN DETAIL SHEET INTERIOR EXTERIOR 1/4' MAX SHIM SPACE MIN.3 THREADS PENETRATION 8EYOND METAL STRUCTURE i \ MIN 1/2' EDGE DISTANCE 410 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS O.A_ UNIT WIDTH FRHORIZONTAL SECTION S JAMB- METAL TUBE/STUD OR APPROVED MUWON THROUGHFRAME 5) 1*14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620 P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTAL„ REQ. 1/4' MAX. r SHIM SPACE EXTERIOR FINISH \ BY OTHERS d • 1 1/4• MIN. EMBEDMENT PRECASTSILL d BY OTHERS 3/16' ITW TAPCON 4 . INSTALLATION ANCHOR • . d ° 13/4- MIN ° EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME 0.500 2.3750 D(2)6.0000 INSTALLATION ANCHOkS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENT5: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-DRILISNG 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. V EDGE DISTANCE. SilverLine I-Andl:rsen i • acWa_n_ E SRVERDE DRSYE rnurw rurewzcc w woz m. r»4 1s m0 um 1Z• m Y n83 < ISirik"S O h ^ S W F v p .o muli uZ a o DWG ss: SW0002 SHEET: 5 OF 6 Silvertine NOTE: L,`AnderSetl ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 K11GLASSLOADRESISTANCE. .ocr ...... INTERIOR art xlvFatuE a:rt TM+++uv:w n w a+a j 5/B- O.A. I.G. GLASS - 8 INTERIOR EXTERIOR / \ INTERIOR 5 W v WZh•o Z o<W SMALL' FRAME 'LARGE' FRAME I O MIN. GLASS ,W J z {= m 2 m j p SITE VY Z W j a Z gREINFORCINGEXTERIORREINFORCING ` / yy SEE BELOW FOR REINF. SEE BELOW FOR REINF. w o N t m "' p VREQUIREMENTSREQUIREMENTS. 1/B• SETTING BLOCK \ / -' = VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULUON GLAZING DETAIL 1 0 $ v ) Z LuLu ALUMINUM SASH REINFORCING o ` NOTE: IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 48 X 72. (0/X), DE5I6N PRESSURE •/- 35 P5F ADTV5TED TO MAINTAIN 1• MIN. CENTER TO CENTER H iL 36 X 84. (O/X), DESIGN PRESSURE •/• 35 PSF SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. > O38X74, (0/X), DESIGN PRESSURE •/- 50 PSF SPACING SPECIFIED 15 NOT EXCEEDED. 38 X 77. (O/X), DESIGN PRESSURE •/- 35 PSF 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK Uj o 072X84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF w 76 X 72, (O/X-O/X). DESIGN PRESSURE •/- 50 PSF T 108 X 62. (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 1/4• ITW TAPCON ANCHOR ,o 108 X 72, (0/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF 4• FROM CORNERS 16• MAX O.0 THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SVPPORT J ry STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING WINDOW FRAME. .........i,JBYOTHERS0: .. y IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: t V4• MIN. .. - 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF EMBEDMENT 1 Ile MIN. EDGE _ Z++ 'C ' ^ M GE DISTANCE 2• - • V• tzd • 4° a STANCE \ DISTANCE I • ` 'y STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING CONCRETE/ MASONRY OTHERS IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: m N m w 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF BUCK INSTALLATION DETAIL z o u < p o M 2 U Z O O U In DwG u: 5WD002 SHEET: G OF L I i BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FU9715 Report No. 4875 6th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' S F. O 7 TT ANAL HermeS'e!MiM4 o P.E. Florida No. 73778 IrI\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 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 Wh Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 i lrl\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date. 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 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 A\\) 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. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Business •Professional1 BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge Stats h Facts Publications I FBC StaF BCIS Site Map I Unks I Search b a r M®Product Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application Us t > Application Oetall P 0FFICE OF THE FL # FL13192-RS SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardle Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692E-17 ASTM C1186 eouivalencv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017. Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 lI CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfImpactResistant: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfDesignPressure: N/A FL13192 R5 If NOA 17-0406.06.odfOther: For use In HVHZ Install In accordance with NOA 17- 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 115 11 ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 lI ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 RS 11 HardiePlank-Installation.ndfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.gdf 0406.06 Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FI-13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192. RS II HardieShingle-Installation.odf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS II ER RIO-2685-17 Shingle Wood Metal Frame.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II HardieShingle-Installation.ndfDesignPressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 11 NOA 17-0406.06.pdfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 11 Prevail-Lao-Siding--Installation.odf Verifled By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Each Next Contact Us :: 2601 Slalr 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 950.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public retard. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b . Product Approval Accepts: REM- 99M Credit Card Safe Florida Product Approval PrevailTm Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL U t".r MULTIFAMILY SIDING PRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH J TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and Covered prior to Installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on1Carry edge. P 9 Protect edges and comers from breakage. The manufacturer is not responsible for damage caused brespo9 y OUTDOORS station so that wind will blow dust away tram user and others Inworking area. 2. Use one of the following methods: a. Best I. Scam and snap il. Shears (manual, electric or pneumatic) It. Better: I. Dust reducing circular saw equipppped with a HardiebladeTusaw blade and HEPAvacuumedradon a Good. I. That reducing circular saw with a Hardletdade saw blade only use for low to moderate ailing) RS L Cut only using score and snap, or shears (manual, electric or pneumafle . 2. Position artfirgstation Inwellverilatedarea NEVER use a power saw Indoors NEVER use a circular saw blade that does not carry the Hardieblade saw blade trademark NEVER dry sweep — Use wet suppression orHEPA Vacuum improper storage and handlin Of the g Iq !D product. Important Note: For maximum protection (lowest respirable dust productian), the Manufacturer recommends always using •Best' -level cutting methods where feasible. NIOSH pproved respirators can be used in conjunction with above cutting practices tofurther reduce dust exposures. Additional exposureinformation Is available at www.prevatisiding.com to to you determine the most appropriate cuffn method for your job requirements. If concern stillexists about exposure levels or you do not comply wish the above practices, you should always consult a qualified Industrial hygienist or oontact the Manufacturer for further information. soa cm GENERAL REQUIREMENTS: PrevailT" lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing`. Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1' thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),whlch can result In dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and Junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. install PrevailTM products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 3). Maintain a 1" - 2" clearance between PrevailTM products and roofs, decks, paths, steps and driveways (rigs. 4, 5 & 6). Maintain a 1/4' clearance between PrevalITM products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1" gap between end caps and siding Figure 1 Double Wall Single Wall 8 trim (fig.8). g Construction Construction Instali ckout flashing at roof -wall Junctions (fig. 9). water-resisgve barrier lel4n bracing Adjacent finished grade must slope away from the building In accordance with local plywood or 24' o.c. may building codes - typically a minimum of 6' in the first 10'. oSe sheathing Do not Install PrevailTM products, such that they may remain in contact with standing water. PrevaP lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 'Expansion Characteristics of James Handle® Siding Products" at vvww.JamesHardie. com. INSTALLATION: JOINTTREATMENT Required for Factory Built Color Rnlsh, Recommended for Primed product) It is not recommended to use caulk at field butt Joints. Figure 2 water -resistive barrier joint flashing" from ° ° water{ esistive plank edge o0 o barrier Install planks in ° o .°. moderate contact ° o a o fastener Install a 1 1! 4' starter skip to o o ensrae a conslsrent plank angle Install factory finished edges together at butt joints. leave appropriate gap between planks and him, then caulk"' As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which Is (mown to the State of California to cause cancer and Is considered by [ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and polentialy fatal lung disease called silicosis, and has been linked with other diseases. Some studies s1gesl snaking may Increase these risks. During Installation or handling: 1) work In outdoor areas with ample ventilation; (2) use fiber cernent shears for cutting or, where not feasible, use a Hardieblade saw blade and dust -reducing circular saw site g d to a HEPA vacuum; ( ) wain others In the Immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-85) in accordance with actions 'applicable government regulations and manufacturerinstrutofurtherlimitrespirablesilicaexposures. During dear up, use HEPA vacuums or wet cleanup methods - never dry sweep furth For er information, refer to ourInstallation Instructions and Material Safety Data Sheet available at www.prevags[ding.00m or by calling 1-877-236.7526. FAILURE TO ADHERE TO OUR VrARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH.+ PR1007-Pt/4 7110 South CLEARANCES Install siding and trim products in Maintain a 1"- 2" Maintain a 1" - 2" clearance At the.juncture of the roof and vertical compliance with local building code clearance between between PrevailT"' products surfaces, flashing and counterflashing requirements for clearance between the Prevail'" products and ' arid'decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5g manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the Stud water roofing and the bottom edge of the watemesislive barrier - Figure 4 siding resistive siding and trim. i•r concrete foundation y 1' • r vantagel" Maintain a 1/4" clearance between the bottom of PrevailT11 products and horizontal flashing. Do not caulk gap. Figure 7 siding Do not 1/4' gap Caulk gashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia 7LI 71erT411A Figure 9 KICKOUT FLASHING SI"G q Z< '' Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with r lfadhed eavn membrme KI step flashing. Where the roof terminates, install kickout deflect fromatowateraway the siding. I Dep " It is best to install aself-adhering membrane on the wall before the subfascia and trim H ° boards are nailed in place, and then come back to install the kickout. Figure 9, Klckout Flashing': To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailT"t lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. e NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24 • r O.C. max. stud 24" Figure 10 Figure 11 1 1/4" min. water -resistive O.C. Max. overlap Minimum overlap fbarrieroforBothFaceiI and Blind Nailing blind nail I 3/4--1- 0 ll , O min. 1 1/4" Yf face nail d o overlap I I I } I I I water -resistive I water -resistive I barrier 1 1/4' min. barrier overlap Laminate sheet to be removed immediately after Installation of each course for Factory Built Color products. t The Illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconfine.com. Also see General Fastening Requirements. P2/4 6/10 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized,'or stainless steel:''' Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail TM products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail"' products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A Flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). South Consult applicable code compliance report for correct fasteners type and placement to achieve'specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il add nail do not under oo NoT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail TM products. complying with ASTM C920 Grade INS, Class 25 or Prevail"' products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail TM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL"'' SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on Prevail"' products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 SO =100 sq.k) 51/4 exposure) 4 PREVAIL" LAP SIDING WIDTH 61/4 7114 7112 8 5 6 61/4 6 3/4 8114 7 9114 8 9112 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 68 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 11 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 290 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 298 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for.over or under ordering of product. RECOGNITION: Prevail"' lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Codee for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P3/4 7110 South A 2010 JHTL AH rights reserved. TM, SM, and @denote Additional Installation Information, PREVAI LtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS Para 7110 1 /2/2018 Florida Building Code Online Lam' l 7lnR 3 o o e o BCIS Home Log In I user Registration , Hot Topics I Submit Surcharge I Scats 6 Facts I Publications I t-t5L Dtaff Bt.D Site map I UnKs I Dean Fda CO Approval C t--7 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 1 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.Ddf 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_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here_. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/1in.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. Zz .... liii-111Rzz"-zz- I -zZZ111 '%ZZZ%.. - 11 1, Cam. 16" FULL VENT 16" CENTER VENT 16" SOLID PANEL 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 in2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttttttlt1111, R. GPBYE N••PR F . 2017.09.01 1Q .•' , C SF • S' 10: 06:18 No7402153 ' STATE OF ' ZIJ T • 4 O P .• 4u: Zachary R. Priest, P.E. SS ONgLE Organa aeon No!ANE9641021 tilttt CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001. 3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0 42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the protect. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 ALC15001 3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d 16" Q4 Soffit — 8-inch o.c. Fastener Location I /— Fastener Fastener Location 1"l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-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 t40.0 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 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 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 mch o.c. 4-inch o c and securing each panel lap inch head spaced 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min 1.75-inch x 0.072-inch diameter 16F-2 Max 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max 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-inc 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 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. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width 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 2417-1 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 ringinch One (1) min. 1.75-inch i o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0 072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1 75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 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 leg sstaple spaced 8 finishing nail with min. 76.6spaced8-inch ox 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2 25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. Y.- One (1) min. 1.75-inch Max rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch ox 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 NSYP Three (3) 18 nail straight -nailed female lock or ga Y.- One (own anchoredtoga.1/4-inch crown through the rafter spaced 16-inch o.c. n inchcrownx 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- acemin. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced sh shanknail chinchailinch ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with ruin. 1y,- engagemenc(for wood substrate) or 0.097" dia. T-nail or stub nail in 5/8" engagemenc(for concrete ck substrate), spaced as rioted ASCIA SLIP BOARD FASCIA TRIM4CHANNTEL( NG WIDTH VARIES) 12F-1 & 12F-3 wood. concrete or Block, wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n TVM `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• x t/a• , LES LLr DETAILCROWNSTAPLES ` KTVED4! USING A DIAMOND \ STAPLESi PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4• X 1/4• CROWNJTRIMMLFACIA BOARD 1 8' STAPLE ON CENTER 1-3/4• TRIM NAIL P' F• CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEOCFASCU NAIUNG FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR-max. 12-inch span WOOD S 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/sT E`" `, SOFFIT STAPLE GIST I DIAMONDI PATTERN I j I DETAILpFAC1ABOARD 1 a/r sTvEcni STAPLES / 3/ 4- X 1 /4- CROWN STAPLE -24-4" Li ON CENTER USINC A DIAMOND PATTERN FASCIA CAP 12J- 1 3/ 4- X 1/4- CROWNCIA 1i_ CHANNELBOARD 1- 3/4' TRIM NAIL STAPLE W ON CENTER Pscrewed cosoffitPAINTEDS.S. 48withone(i) #8 x FASCIA CAP 1/ 2" x 3/8" head O.C.diameter screw, X 1/4- 16" o.c. WN STAPLE SOFFIT — max. 12-inch span SOI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT ttl 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 GA 5/C bBdd 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER lo TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT; MAX. IA' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail Min. 3/8" head dia. nail with min. 1'X" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD ##T50 8" X 3/8" STAPLE 16" 0. C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 ALUMINUM COILS, INC Soffits Appendix B Pape 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail f„ `1 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• DIAMOND PATTERN I j DETAILCROWNSTAPLES USING A DIAMOND ur rcrvtnILsrw.cs , PATTERN FACIA BOARD FASCIA CAP 16F-4 FACIA BOARD 8. 1-3 3/4• X 1/4" CROWNJS.S. STAPLE ON CENTER 1-3/4• TRIM NAIL PAIN" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED CAPWITHTHEOCFASCIA NAILING FLANGE UP OR 3/4• X 1/4" DOWN CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOFI 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 I FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-r1- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER \ i0 SOFFIT 1, FASCIA / 3. DETAIL F' CXANNEL 3/8' ISOFFIT; MAX. 16- __ SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. J Installation Detail OPEN RAFTER 3/4- X 1 /4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL } 1-3/4- TRIM NAILJ PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B s;,, *V `1 SOFFIT STAPLE DIAMOND PATTERN LDETAILFACIABOARD yr BEIVEEN / sr.v ES ASCIA CAP 3/4" X 1/4" CROWN 1_3/4 TRIM NAILSTAPLE '8' ON CENTER 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAILQFASCIA BOARD PAINTED S.S. 1 CROWN I -STAPLES I FASCIA CAP SOFFIT USING A DIAMOND PATTERN; REFER TO 1'xJ' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 7 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S SOFFIT & FASCIA DETAIL 24F- 1 & 1 24F- 4 1'4" CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT l FASCIA \ DETAIL 8 Nominal Batten Anchored to SOFFIT; MAX. 24' F• CNANNEL Rafters with one ld - Ring Shank Nad at waoD SUBSTRATE------ uDsrRArEevery 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 I I' TRIM NAIL 1A111 BOARD PAWTEO SS. 14" SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'4' CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTEO S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'.1' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA DETAIL Nominal 1-.1' SYP Batten Anchored to SOFFIT; MAX. 14' F-CHANNEL Rat tort rich one Id Ring Shank Nail at every Railer W000 SUBSTRATE ALC15001 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS FASCIA CAP SOFFIT 1"rj" CROWN STAPLE 1 f" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 2417-6 K-- 1-r1' (ROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"r2" SYP Batten Anchored to SOFFIT; MAX. 21.- F-CMANNEL Rafters with one id Ring Shank Nad 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED 1'c' CROWN STAPLE SOFFIT STLE RAFTER APDIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM NAIL PANTED S.S. DETAIL 24J- 8 1-.4' CROWN STAPLE 24J- 2 FASCIA CAP; REFER — TO SOFFIT L FASCIA DETAIL / \ Nominal 1' . 2' SVP battens 8 scabbed between often and SOFFIT; MAX. 24- 1-[ NANNEL M secureswone (t) 70 nog I shank nailswlght-naafa through the rafter into the end MOOD SUBSTRATE of the batten or two (2) 70 \ / nng spank nags toe-natlea on / erlher ua of trio batlem at the balleNrofter Intersection / i SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1 Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2 Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5 Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vu„ is shown in the tables below Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9 Zones 4 and 5 shall be defined as shown below Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeiRoof htft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22 9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 1 -41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24 0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 521 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45 3 50.8 56.6 62.7 50 24.1 28.2 32.8 37 6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 108 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 40 117 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 13.1 154 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 16.9 192 21.7 24 3 27.1 300 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 271 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29 4 34 1 39.1 44.5 1 -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 Negative 60 27.2 319 37.0 42.5 48.3 54.6 61.2 68.2 75.5 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 5 30 29.1 34.2 39.6 1 -45.5 51.8 58.4 65.5 73 0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 348 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 326 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 379 420 40 16.0 18.8 21.8 25.1 285 322 36.1 40.2 44.5 50 16.8 197 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 392 437 48.4 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 5 30 15.1 17.7 20.6 23.6 269 30.3 34.0 37.9 42.0 40 16.0 1 18.8 21.8 25.1 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 42.1 467 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D - Building- Type Zone Mean HeR htfft Basic Wind'S eed mph) 120 130 140 150- 160 170 180 190 200 20 26 0 30.5 35 4 40.6 46.2 52 2 58.5 65.2 72.2 25 27 0 31.6 36.7 42.1 47.9 54 1 60 6 ' 67.6 74.9 30 27.9 32 8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58 9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49 3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50 1 57 0 64.4 72.2 80.4 89.1 25 33.3 39 1 45.3• 52.0 59 2 66.8 74.9 83.4 92 4 30 34.5 40.4 46 9 53.8 61.3 69.2 77.5 86.4 95.7 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 19.5 227 26.0 29.6 334 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 37.8 423 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 202 23.7 27.5 31 6 35.9 40.5 45.4 50.6 561 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 417 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 389 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 402 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" —L 3/4" -- 1/8" HEM 1 5/8" 1 -T 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/E' 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. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8" 1/8" HEM 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 tS TYP a 1251 IN 18' BLANK 3 / 8 PROFILE S 175* RfF o oaao 0000 00000 oao aaoao aaoa ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" 7/81, 3 1/8" 7/81, 1 3 1/8" 1/2" ? 1/8- 1/r 1/2" 1/r 1/2" 1/8" 3/13" 02STVP 0 12S' TYP 13.75" BLANK 3/8" PROFILE 2.1 TS REF 0 ST TVP ooaoa oao aooao ooao ooaoa oaoo ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (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 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0 016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" JI-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/tin ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P E. have demonstrated compliance with the Florida Building Code, 6 h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. p I, p No 74021 0'.. STATE OF A, P,.•' 5,, 0 N A - CERTIFICATION OF INDEPENDENCE h- 2017.09.01 10:06:18 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a 12" T4 Soffit — 12-inch o.c Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I I - 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 psfj Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12171 16- inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0 072-inch dia. x min. 3/16- 40. 0 24- inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 2 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 48 spaced 24-inch o c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o c Max. One (1) 14 ga. 5/8-inch long T nail One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0. 072-inch dia. x min. 1/4-inch 48 12F-3 16- inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ 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 oand securing each c. finishing nail month min. 3/16- t53.3 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. 072-inch Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0 diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o c min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. hank nailshankail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o c. securing inch crown x 1-inch 0.072-inch diameter 2417-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1 75-inch each panel lap 16-inch o.c. 24-inch ox 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 voth 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0 072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga'/.- One (1) min. 1.75-inch Max rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood 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. %- 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 itshanknailshank inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o c. nch o nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8" head dia nail with min. ly," engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F 1 & I \-- SOFFIT (OVERHANG WIDTH VARIES) 12F-3 F CHANNEL wood. Concrete or Block, wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail s;,rTS`" `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' ; DIAMOND PATTERN 1 E;DETAILCROWNSTAPLES USING A DIAMOND \ tr KTV[Err SrAPLU PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4" X 1/4" CROWNJTRIMNNLFACIA BOARD 8" 1 STAPLE ON CENTER 1-3/4" TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE CAP O CFASCIA NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOODSOIT 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 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 System No I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN u J—CHANNEL 1-3/4' TRIM NAILJ screwed to soffit PAINED S.S. 48withone #8 x 1/2• x 3/8• head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFM—max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B s;TV`SOFFIT STAPLE DIAMOND PATTERN I DETAIL FACIA BOARD ' yr 6ETVEENi STAKES , ASCIA CAP 3/4- X 1/4- CROWN STAPLE '8* ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL -\ [: FASCIA BOARD PAOITEU S.S. FASCIA CAP OPEN RAFTER SOFFIT 1-4- CROWN STAPLE FASCIA BOARD Is S, S/6' f-NJI 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER 10 SOFFIT 1 FASCIA F' CHANNEL DETAIL 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. 16 F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 1!4" engagement(for wood substrate) or min. 0.097" dia T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail s, CT EEN ` SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4• ; DIAMOND PATTERN DETAILL7/0' CROWN STAPLES USING A DIAMOND KTVEEM/ srwrts i PATTERN FACIA BOARD FASCIA CAP 16F-4 FACIA BOARD 1 3/4- X 1/4- CROWNJS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE CAP0CFASCIA NAIUNG FLANGE UP ORDOWN3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span WOOD SOI SUBSTRATE SOFFIT & FASCIA D ETAI L 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 I }' TRIM NAIL I FASCIA BOARD PAINTED s.S. FASCIA CAP SOFFIT I-Q- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER \ TO SOFFIT t FASCIA 3- DETAIL 1— 8 F• CHANNEL—,-.*" XANNEL C^7 I I soFFlr: MAX. ts- I SPAN WOOD---,-" SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4* TRIM NAILJ PAINTED S.S. 48" O.C. SOFFIT -max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B sTTWEE" `, SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD „W BET„a,,, DETAIL STAPLES FASCIA 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 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 NA FASCIA BOARD PAINTED S S. 1'a4' CROWN FASCIA CAP STAPLES SDFFIT USING A DIAMOND PATTERN; REFER 70 I'r1' CROWN STAPLE STAPLE DIAMOND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA DETAIL 24F-1 & 24F-4 11-4' CROWN STAPLE — FAS(IA CAP; REFER TO SOFfIT FASCIA DETAIL No Pao SYP Dauer A hofo SOFfIT; MA%, 2L' I f •CHANNEL Rafted wititone one Id RingShank Nail at every Rafter W000 / 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 !- TRIM NAIL FASCIA BOARD PAINTED S.S. IA- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE FASCIA BOARDLPAINTED SOFFIT &FASCIA 24F-2 & DETAIL 24F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL N'Tinat 22' SYP F-CHANNEL Baflen Anchored to SOFFIT. MAX. 24' Rat Iers with one Id Ring Shank Nall at every Rafter MOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTEDS.S. 14GA 1' T-NAILS FASCIA CAP SOFFIT CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24 F-3 8 24F-6 I-r' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal I".2' $YP F-CHANNEL Batten Anchored to SOFFIT; MAX. N." Rafters with one Id Ring Shank Nail at e-ery Railer 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 I f' TRIM NAIL FASCIA BOARD PAIN IEO S.S. 1'z;' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED 1'c4' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 f' IRiM NAM1 PAINTED S.S. DETAIL i` 1'r!' CROWN STAPLE 24J-2 REFERFASCIACAP; TO SOFFIT 1 FASCIAr24J- 1 lo OETAII BNormal1• a 2' SYP battens scabbed between often and SOFFIT; MAX. 24• 1-CHANNEL secures unto one (1) 70 nog Ishankneilstnignt-nailed through In rafter Into the end WOOD SUBSTRAIE of the batten or two (2) 70 ring shank nails toe-naeed on either sr0e of the battern at the battenirafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 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. Vot 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 50-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. ALC 15001.3 FL12194-R6 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed (mph) 120 130 140 150 160 170 180 190 200 20 16 9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 -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 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 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 21.7 243 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 18.3 208 23.5 26.4 29.4 325 50 125 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 131 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 29.4 325 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 313 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. W CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 1 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27 2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74 3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38 0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 189 21.7 24.7 279 31.2 34.8 38.5 25 14.5 17.0 197 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 16.0 188 21.8 25.1 285 32.2 36.1 40.2 44.5 50 16.8 19.7 229 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 310 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 20.6 236 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 361 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 47.9 541 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 1 -34.5 40.0 45.9 52.2 58.9 66.1 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 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 20.3 235 27.0 30.7 34.7 38.9 43.3 480 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 Enclosed 50 19.6 23.0 26.7 30.6 34.8 393 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 561 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 1 38.9 433 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 448 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 30.6 348 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 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 3/8" F-Channel 3/8" -L 3/8" J-Channel 3/4" — 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFLE ISOMETRIC VIEW 3/E' 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25 TYD o. R5' TYP 18" BLANK 3 / 8 PROFILE 3.175 RU a 000a 0000 ooaoa 0000 oaoao aoao ALUMINUM COILS, INC soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 5/16" ' 7/8" 1 3 1/8" _ 1_ 7/8" 1 3 1/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 3/8" 02Sr1P 0.125' TYP 13.75" BLANK 3/8" PROFILE 2 17- REF a WTVP o 000a 0000 000ao 0000 000aa a000 END OF REPORT ALUMINUM COILS, INC Soffits Appendix D 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 c, ., r - r r •. 'J. + f, vt r r hr)! ti,', j BCIS Home Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map ; Links i Sear. a I Product Approval1bvUSER: Public User tern, Product Approval Menu > Product or Aoolication Search > Agolication Ust > Application Detail FL # 1`15444-1112 Application Type Revision I ;,t`4?, •''.x.. Code Version 2017 xz- ,, , 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harner mark.d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles r Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nleminen.Ddf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 I:, % is ; Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20P RODU CT%20AP PRO VAUF lorida%20Bui Id i ng%2OCode%200nl i ne. html 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 - Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Suniiria;y:tif,P oducts _. 5444.1 1 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 fI 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick berg_. Product Approval Accepts: Moa RRM Credit Card Safe tt file:/// C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%208uilding%20Code%200nline.html 2/2 TTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance:09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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: Itllltl ill, J Robert J.M. Niem inen P.E. Florida Registration No. 59166, Florida DC4ANE1983 t'•,,`S3aO tat 0;r?y . L'JJnn nntsN The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electroniolly 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 l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Qr 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 6`h Edition (2017) Florida Building Code and 61h 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.S, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 OS/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate o/Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 l TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT2011, XTI 25, XT"" 30 and XT— 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark" IR, Landmark'" Pro, Landmark" Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TLI and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotTM' 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 RidgeTM', Shadow Ridge'", 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V.,d = 150 mph (Volt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to VW = 150 mph (Val, = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (Va,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 1a-2U; XT:.",25+XT30XT30 IR::.. .' ENGLISH 12" 12" 12" r--(305 mm) (305 mm)— 305 mm)--i Selant 1"(25mm) 5 t(25mm) 5/e" (145 mmi&,lot Abrnv Plant TT METRIC 131/e" — 13Ve 13Va" 1" (25 mm) Sealant 1" (25 mm) 6 rh" Figure /1-3: Use four nails for envoy full sbingla Hio & Ridge for CT201. XT'" 25. XTI 30. )TM' 30 IR 251rtm2"( SOmm)1,-- Remove lI 11 li —-— 1f —— ty —— 1 V 12.. Cap Cap Cap 30 mm) Shingle Shingle Shingle Figure 11-24. Cut labs, Moan Mtn back to make cap sbinglas Englisb dimensions sbeum). STEEP SLOPE Use tour nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTN D4586 Type If Is suggested. I• - Reoling Cement Apply 1" (25 nun) spots of asphalt roofing cement under each tab corner. Figure 114: Usefour nails and six spots ofaspball cement on steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Cut Shingles t2"( 305mm) Fgo 125mm Figure 11-25: Installation q%caps along the bips mW ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1—" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 CH 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 LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located its. shown below. ft] um Nod 49 Nail Une r (25 mm) r (25 run) — Figure 2: Use six nails for ecerp full sblagle. FTRINITY I ERD Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shone below. Apply asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTNI D 4586 111)e 11 is suggested. Hip & Ridge for Arcadia'': Cedar Crest`"", Cedar Crest'" IR I' Us mm) 1'11s mm)-- GLo C J Fignro 3. Uso six nails and four spots ojaspbalt roofit{q 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® NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive; and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, I.I.C. Certificate Of Authorizotion #9503 Hand -sealing adhesive 4" 1/4" ILI 3/4" I 1" Dab of asphalt cement between shingle layers 1„ Evaluation Report 3532.09.05-R13 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 it Q.3 I ERD 6.6 BELMONTO OR BELMONT®IR: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from'edge of shingle. f 5+3' (16 runi Ono, r1 a o Adddiaml mils (; ?quir See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 7 I' (25 MM) P.Oorinn Ceaxnl 1 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest— IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18. Sbangle° Ridge. 18, Exposure Remove tape from the right side 1 ; g• and fasten SECOND Fasten thef . left side 85/8- RIGHT FIRST J LEFT Figure 17-19: Installation ofSbangleO Ridge sbingles on baps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3'` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 CertiJicote ofAuthorkation #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 I CARRIAGE HOUSE SHANGLE® AND C LOW AND STANDARD SLOPE Use rive trails for every full Shangle. F- 5/8" 16 mm) TTRRINITY I ERD MANOR SHANGLE®: STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every full Grand Sfanor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt rooting cement I(25 mm) from Luge of shingle Figure 17.5). Asphalt roofing cement meeting,%STM D4586 7)pe II is suggested. f +-(25 mm) (25 mm) I851d" A Figure 17-4: Ure fitte rtaih- for etery frill Crated dlarnor Sbangle, Carriage floustr Sbangle, or Cenlannial Slate I', I--(25 mm) iGmm)I\ 257mmJi 38 mm) or less YI —(25 m 8 5/8•' 220 rem) Form 17-5. Wben installing Cmnd ,1larnor Sbanglar on steep slopes, use secets mails and sbme spots of aspball roofing cement. 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 Y.,.. TM ATM r ji3l OftWiI•: TM• 15,`': ..—n TM.•- u.y•..Y . TM —A „tl.-14.'w-4.6'TM LANDMARK LANDM ARK IRLANDMARICPRO ;LANDMARK•. PREMIUM(LANDMARK TL :LANDMARK;•-J OLARRIq L•ANDMARKT"" 5 aalwARISRti:AtNORTuenrttvGATE'N6o-air •• •, ...;• i.s: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)-- (315 mm)—--(305 mm)—H ae:r zy:o:r_r+r esc==.rrt L17.:_.-sx.?: rcaa I--1" (25 mm) Release Tape I" (25 mm)~ P12" NailableT . Area LANDMARK TL NorthGate: 131h" 13" 131/2" 343 mm)- --(330 mm)-- --(343 mm)-- 1" (25 mm) 1" (25 mm)-1 - rA ff m F//" Figure 13-4. Usefoar mailsfor even) -full shingle. WIDE NAFL14G I1" 14314' AREA +- (305 mm) (375 mm) t (305 rem) -{ Naling ! +rrts 1' (25 rem) / upper naI fns r (25 mm)— - ower nail Ire Nayng areas for low and standard slopes (from 2:12 to 21:12) Nal betnvert upper & letter fries as shown above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthorirotion #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 i I TRINITY 1 ERD STEEP SLOPE Use su nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. See below. Asphalt roofing cement should meet ASTN1 D4586 Type 11. Apply I" spots of asphalt roofing cement unde 131/2" 13" 13112"— each corner and at about 12" to 13" in from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS 1"(25 mm) 1 "(25 mm)--1 I I 12"--143/4" 12" — 305 mm) (375 mm) (305 mm) -- 1" 25 mm) (25 mm) a- r :.*yr• 6'-7 :ss 'i."t.-^SS:SDC:'i L3TAC.L•a:J1•3"..:a Roofing Cement 1"(25 mm) Relea a cape 1"(25 mm)-- i Nail Area Fat Steep T Figure /3-5.' Use six nails and four spots ofM1"—I I+ 1" aspbalt roofing cernen! on steep slopes. 25 mm) 1 — — — — (25 mm; Roofing Cement NorthGate: STEEP 12" 14-3/4" 12" SLOPE I---(305 mm)—— (375 mm)-- --(305 mm)--jNAILING NailinM mitsAREA ( + 1'(25 mm) betweewer 1"(25 mm) 117 Ines. t t t f oohng Cement Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shmvn above. 6. 8.1 Hip & Ridge for Landmark"", Landmark— IR, LandmarkTM Pro, Landmark' Premium, Landmark" TL, Landmark"" Solaris, Landmark'' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 971T 305mm) ( 250mm) 6, 6, 415116' 415/16 150mm) ( 150mm) (125mm) ( 125mm) Notch for Notch for Centering Centering 1Y \ j { 131/ 4' 5mm) Alignment to Previous T 180mm) 337mm) LtheTopEdgeofthe mm) Exposure LL English Dimension Shadow Ridge`" Exterior Research and Design,LLC. Certificate Of Authorizatlon a9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-S847 7 75/ 8, 196mm) Metric Dimension Shadow Ridge- Evaluation Report 3532.09.05-R13 FL5444- R12 Revision 13: 09/05/2017 Page 8 of 12 9 27132• 250 mm) 415116- (125 mmy t Certterinp Notch 13 TG1' — 337 mm) Align these / retches to top edge of previous course NorthGate Ridge TTINITY I ERD 13 V8" 333 mm)— 6 518-i4-6 5M* 168 mm I 168 mm 1 1 I I Centering Notch 194 mm) Align mm) Align Ihese notches to lop 7 518 IV edge of (19I mm) previous course. T NorthGate Accessory 305mn') — I Laying Notch I I 5' (125mm) I I ICI_ EIP°sure I I ram"\ y i I I Figure 13-20: Use k0ng n0tcltes to center. sbingler on blps and ridges, and to locate the correct erposura 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolasticm N121 "' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05•R33 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 9 of 12 14 TRINITY I ERD 6.9 PRESIDENTIAL SHAKETM, PRESIDENTIAL SHAKETm IR, PRESIDENTIAL SHAKE TLT"•", PRESIDENTIAL SOLARIST": 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 1' Nailing 1.-- 40' above tab cutouts making certain tabs of overlying shingle cotter nails. Guide lines (1016 mm) 5 114' — 133 min) . 14 1/4' 11/2' 38mm) (362mm) NOTE: Apply nails on painted guideline Figure 16-6.• Fastening Prasiden1W and Presidential TL Sbako sbingtes on torn and standard slopes. 1 1' diameter asphalt roofing cement Figure 16-7: Fastening Presidential and Presidential T/L Sbake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake", Presidential Shake'"' IR, Presidential Shake TLT", Presidential SolarisTM': 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY 6.9.1.2 6.9.1.3 6.10 Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12'; Portland, OR produces 97/8' x 131/4'• accessory. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR hip and ridge shingles. 7W.• f[¢1lr i. WiAA +tr :. „ •- iYc''. as._,A.}•J- z , r4 41 t, i ..rl!?, Jjt:.q 2• ':-', ..:v, ., .. ,.. , .._.;+ F'{•`*fi. LOW, STANDARD AND STEEP SLOPE: Firum 15. 3, raslenhig 11allems Sbingles ou Loa and Slandard .4opes For low turd standard slopes, use fi%e nails for each full Ilauems shingle to shown above Exterior Research and Design,LLC. Certificate of Authorization a9503 1" 1' t(25 21 _— Agurr l i• 1. hwe'dog Ilnarnn ahinyles oar verp.floper For stop Anpes, ow fit nalls and right spots of asphalt roofing cement for each full llnueras shingle as shotm abose. Apply r I25nmr) dismeter sinxs of roofing cement (ASTSI D 45S611pe 11 sugg sud) under sarh tub corner. Press shingle Into place; do not expose centeut. CAUTION: Too much roofing cement can cause shingles to blister. Evaluation Report 3532.09.05-R33 6r" EDITION ( 2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras K Figure 15-14: 18 tbree piece units separate to make 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9„-- 230 mm) I I I I 1 i 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbingles to make cover cap. rTTRINITYIERD Faster g'18° (460 mm) r' gotih 203 mm) v 93 2ao mm Fig ure 15-21: Installation of caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND $LATE'1"' HIGHLAND$LATE:" 31R:," :t`' .Hr i4s'r *4"1 `."' 7'i K%jy, 14 wi- rf'q.1 ARr.RJaA.+r6a r Ffr-..1. - i+P 4, LOW AND STANDARD SLOPE: STEEP SLOPE: J -1 Rdd.m) 4(tM.2b,.(25 ar" RS om)+a)—( ria urn) 1•r15 mm)). Figure 11.3: Use FIVE na& for ewry Highhmil Stake sbingta Use FIVE naffs and EIGHT spots of asphalt roofing cement for each NU Highland Slate shingle. For Mural -Dade, SIX nails are required. Apply L' diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting ASTM D45S6 Type D Is suggested. s Naniaswpwf 1'RSmm) Rla mm) hffi7tl au nx4r aAW a doml — — Roofing Cement Figrne 11-34: Use MT nails and eigbi spots ofaspbab rwflng cannelI under each tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for & Ridge for Highland Slate',Highland SlateTM' IRSlate'". Highland SlateTM' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 QTRINITYIERD 6.12 PATRIOT'", LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for evcay full shingle locoed as shown helow. S zhn1 EI(d. 1't'2sMM) I I ;•(: s.r.r= 056 MM) iiiz M=) =-- ri f mn) Use FOUR nails and four spots of asphall roofing cement for every full shingle :as shown below. Asph:dl roofing cement meeting Asol D4586 l pe II is suggc-+ted. Apply 1'(25 mm) spots of a-cphall roofing cement ass shown. CAUFION: Excessive use of roofing cemenl call cause shingles to blister. TRaolIng Camam m f ( Mma) l' WSW.) l 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest"', Cedar Crest" IR, Shadow Ridge", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 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, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online i BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. d bapr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.Ddf 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuadgOIAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments 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 Underlavments 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 Underlavments 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 Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments 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 Underlavments final.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.pdf 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 Underlavments final.odf Created by Independent Third Party: Yes 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes https://www.floddabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQvADgtF2AezuaogOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION 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 TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type 11 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. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO 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 Yz Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 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 (fST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IIIII/ G PptY R' • pq''. C,E N S' v No 74021 STATE OF .' 141 Al 10 N A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04r00' 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, RE does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: 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. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKOV 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 underayment 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slats Clay and Underlayment Shin les Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507 2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G PptY P•'',%C.E.N Sc• No 74021 yt = STATE OF .:QJ ` 5,;0 N A S.0. 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. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sean dba . r E/ji-,o Product Approval W USER: Public User i y r=n Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved 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 Ext361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year Miami -Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity , yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pi app_dti.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products - - -- -- - _ -- _— - - - - FL # I Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 RIO C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports 3792.2' 1730 Roof Louver I Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes, Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable 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 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO 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.odf. Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16053028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.r)d Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes BM Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMaaaoE 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.mismidade.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. A4A- 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. Jacksonvi Ile, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model7S0.RoofLouver 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 910-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with -the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS I 1 1- -', ---, _ DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 7 - -- ---- - ----- M =' M M.M. 0=0200== 700 SERIES LOUVERED ROOF VENT 7 - -- ---- - ----- M =' M M.M. 0=0200== 700 SERIES LOUVERED ROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT MIAMI•DADE COUNTY i 1 .., .Ot..-" .rll- 9 t 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 i 5.33 r DETAIL C 750-S SERIES LOWERED ROOF VENT u NOA No.: 16-0510.28 Miarn•v,anecouNTr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 Erm DETAIL D j 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMb MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. 79I • . • 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) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials Technologies LOM-013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/ 16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 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 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M IM m m M MIMS M ME M M 700 SERIES LOUVERED ROOF VENT M IM m m M MIMS M ME M M 700 SERIES LOUVERED ROOF VENT i DETAIL B 750 SERIES LOUVERED ROOF VENT u 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 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 ram. .. % ., p.11—, .. MIAMI•DADE COUNTY uu• DETAIL C 750-S SERIES LOWERED ROOF VENT t 9' NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 j T 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 MIAMb 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) w%vw.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. l 5-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AZA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 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'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date:. 06/30/16 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''/s" 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 Miaru•aaneeouNr r Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 mME- wom, 700 SERIES LOUVERED ROOF VENT mME- wom, 700 SERIES LOUVERED ROOF VENT DETAIL B e - . . 750 SERIES LOUVERED ROOF VENT 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 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C , 1.0D I 16.s I 750-S SERIES LOUVERED ROOF VENT w NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 1 4.0' I [— . NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 BCIS Home Log In User Registration I Hot -rbpics I Submit Surcharge I Stet. & Facts I Publications FBC Staff BCIS Site Map Unks Search F YdI(i1:0kRProduct Approval I lorida USER: Public User Product Approval Menu > Product or Aoolicatlon Search > Application Us t > Application Detail G FL # FL158-R10 Application type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments 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 Parino cparilno@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Mlami-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' i FL # Modelr Number or Name Descrlptlon 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 FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 1I NOA 17-0821.18.odf FL158 R10 II NOA 17-0821.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back raoxt The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prlvacy Statement :: Amessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem . Product Approval Accepts: h— Credit Card Safe M I AM I. DACE MIAMI-DADS COUNTY rs ?RODUCI' CONTROL SECTION DEPART11NlENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 r805 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) wwtiv.mlamidade.gov/economv Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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 A -U (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan no, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Match 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig 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. MISSME IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E.,,, M.S. roi aoacourvry `G" NOANo. I7-0821, 18 Expiration Date::09/ 1.112018 Approval Date: 09/ 28/2017 Oq J Z 8/Zo1-7 Page I 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 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P,E, B. TESTS 1. Test report on flexural testing on 4 ", 6" & I2" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Bamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Perrino, P.E. 2. Calculations for Cast-0-ete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine 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 4 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Mach 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 W Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P, E, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Allarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resoxo-ces (REIN. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 1;-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Depm-tment of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front 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 SUBMTTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regtdatory and Economic Resources (REP). 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. U Helmy A. Malcar, 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 4^11T am HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS *A"TVy p{{ TfPE •" TYPIG STEEL LEHGTK ri I I Irl UT i iy r Ly t! Ltl EYfRJL7l IVd lII y[i mir nv6 mi LSil...lE7 1 Q9[4}7.lEZ'Si FiaClrEll 7dll.',f W7G'i r raracrrn rrc CSilLtll.'L:'ljIn r:ylflv>rmr.ECli oesa ucartar^rto vra. marv s tlCypr.JC:ar'ari: ro iivmlL Kr3iNL7ro F rall::lr i7rl s sL1L ifi/clorLIAarKUUFru.;:rvarv:amiraav/o F1: 5f 1f?•7i=7r JPdI.7rliSlRlrT.C1G9t1 rzv EVERrx'ns rlra lr$s r:ass:iarz rrar rvnErFartfS'eR•m9rra_' tEa tSe7n rlleR rr-rrFsi rtut^rmar'Jrzav:.t tZ9wZra1f la,i:.clr tt7craa Iral o rrrE3flG5iEMgg0i r Ea sltol rnev mmrrr rt rrllo Il as_ n®u u moME&Irre 12' PRECAST U—LINTEL DATA_ l"IS cJl c' s`i't`goga 7tLeMMYTTOu i lJCliri7G7a! r: raufl' mff lraur•rA+ cr.r c,ttsal SQG rL1: rL:•iL'.{L'C-ir7 L:-iLIGr V/.t<tla rillf tFJ FJ ".:IF L NlT1'_dFG]i iZta rravr r=. as::lrra r,,r,l:Irsar>o mea ru: rEas.:lssryrLlr::m c•,va r',e• au r:a.lmefrt::meti c:o r a rta lesa;area sr ue,o u, d aver Hero :.l u,. r s ec+oc, u ti0 rROIL[ O]tr I.OAvl0M m —"'m rot "*'f MrmYAt. Q . R =Zo m COM.Oxr UV AM CAN= OC KE7IOOOCm all K RMM mOm iKt pm mm COKfmr CAR-=E Usk m L nw ww'm 1pa M AN YI.I J; .a. AIO n.ca,I .. Im:RR. IOOlaml . M tf OIO IOrtlla - fw A a W ASM MI. L RM = 70M M M or 6WM IWUWD AIt CCUi0m IWLKO L 01= 9 .tttt6lm, f.. atl. 113 !W . MW W If fil rims am W 07 UK tnaaaato ura r" mm - KL v r=n UKI.% r.. foa. M MA 4 Y -W" Ia[.VI . a. n" m Klmmcw un FAWA= van iKOP L ..rIOY = a nllll K alir . = Mr. K rU= UMWX f n — r.ml Em t m W. Is. If am avers Arty marrm r mm 1 1 ' I. • 1/Y:Iif7FT,KY YT•:laT. / C:tJM1r 511 >1•• I,f 1 rc lccaaar®v rae rno evt r lrr..tx.ta.rsou+vezr.le,.vt o , cicuar rcfcr cttirttalua.u.tuar.vczafductranr. LIRtr[76ElOGr1r'*• tL•fiLti:J[.f 3/VISLJaC]Crtlaa L'rrlcl.. r V fG.t7ttJrlfA!: 1I'Ni/F7lf U9flL•IiI7!\tf cfarL-7mmfl,;=/ J,7'Cl 2tL^an crmatc-aer.{trtl l t•G' iC,CfiG R"m F •QL3i[!]'CL'Iarm" 3VIA PRODUCT REVIBPD utoinplyllYl vllh lllO Flvtl Qaltd Co EN • ' .Odyav«f n" No! -o Z ./g MODUCi REV'S,Di FwtWo ko v No0l8 rT 0 ./ %' Cvo• 0Rt0.' G, M24CR579 r rNrAL 04o,' SMIER FL O33 75UPRECAST AND PRESTRESSED LINTEL DETAILS W m J*M MAN vur, u 9tO1fY mlEMo rrl cm rlJUOm, r.E, fAW114 I.IIit 9[6 I f GENERAL NOTES f t lT]300.0r4rDdm.dpWtld-yi WO IGdcESWenO pJr/jE .qel c nudry v oLa lGN)Ipe CIGmFhnmr'od r.bor pa pgWUA1156od.1h 5D wmabto rapd., ASM 0 op( a. 9 a S sd.tdA1 hood row I n i410, I= .1d 1 Ib. do d by 207: If Mem kit% 1. Im a • I/2 todls 3) F du bl M. l.d and h.od jalob. 4) ptn. amia40 O.0 ind'cda W p).rq llynduccm to Silr3dc i% 147. Lbtd 0 4e ydi! 2 t9 p0 t4ZEp0 S) Al U* =A ar .amd 3ti0 ddkie.tln m a' r brr rM&/iw ii4ldM.-u oGgbW q . fad. S. d'w 15%.&11 .1i .pri.odaW FMb &Mm Q skr. W. d fit % .. mFU& 7) 4' . W 1A.6 I. b Ud.W Y/ 4 ara.asjo. he.h.AW d r Qmaewo YvAbA e) ; mv.t campy ef r 11.-M"leml A.9 enrme- UN oamdod aoe h- imm d'dd-aM r Id) NA . HA Ralyd It) lath. Rdd mW rdnr to b kcoled m W W M.r d W OW om$. 12) r a 12" Iid.b m raeM. Rd +d k 6-1/2' Mag talcho d W .16 todal avcum... .4 mwordVan• gwklg. 13) Th. aIajV ad- al 6itd. irsl.•d M .duty q 1a01 dd h.a. a adY.lg d W ..mW b ocv I Ah !C--M . M..v 6 d 5. 9. 14) I. odd! b d a 6n « `^. l nbg W.Go SW I.r" M•1 Sd. h.da.ld 6" 15) For ..opa• b r.W WIN. nA 9blr6 .a• rd. W Garr aed lour 6{N 0-M. 16) Fr UdW W6W ml al—.'m. c6 Md 1= AW WWA hnplh .h-. I» Sd. Mad. an apvin d .I..dL l.ria Id) Sat. bab brAd m rr0a•d d.dgo •vb b pw A6 57E0 rnd AO 31L Ig) mid MI S un7. ( ..bmW Il Fabd Se• dut rkle SEE SAFE IATEPAI. LOAD TA M FOR LOAD RUNG FOR EkCli RR REINFORCED CUU 1/2' C R TYP 1) /5_ RE6AR FOR 6' MIS 2 {$ RFBNt FOR If UNTE7.5 GR40 a CR50 1 PRCOUCr MISSD 6U8 6F8 0, cwvl*r, vdrh the M.4dr 9 I&Stbb L7o - / wrm 8 nP3gr lion l) do i/B TYPE DESIGNATION I L J 4 r. nv.. ia1.> bA / o . uY.IID By D I da 1 G:eRlf N A JI 1 om a am Galt 12 16-213/ 2T 7L j J L.am" %p mm REIM IS (O.= fell tr l.mS 0T cmrm rm r mm. 7 t•1 .. •• I-1/r GfYI J4 °aa 4S8 u i tm S7 iE01ia N 7 WN t s W 901JINAl MOT14 y.• 6F32 6F28 6F12 GF24 A`• ST- 4 R:ETE SAFE LOADS FOR 4" SOLID LINTELS WM GRAVITY TYPE LENGTH 4S6 N- 6' (42' PRECAST 1180 4'--0' (481 PRECAST 959 4'-6' (54) PRECAST 789 5'-10'(701 PRECAST 46D SW (787 PRECAST 360 7'-6' (90' PRECAST 260 9'-4' 61n PRECAST 156 10 -6' (126) PRECAST 116 6F16 t 6F20 12U8 44as> 4- UPLIFT LATERAL TYPE LENGTH 4S8 4S6 3'-r (421 PRECAST 687 371 4'-O' (48' PRECAST 597 320 4'-6' (541 PRECAST 529 258 V-10'(701 PRECAST 407 148 6'-6' (78') PRECAST 366 11 B 7'-6' (901 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6-(1261 PRECAST 152 43 12F8 12F12 12F18 r is _,'. ..':.r _ J: S; ../ra.4 M•iy ve : : ( ems 4 1Sit.! • (( s' w., ell•m • • 12F28 12F24 12F20 PtIODULTttlNlfiil) WIdISOD&r10 t1c Ptodda 6 Ga1 Dtla a 4` 637A 79 R" CR 5ERR3356A8REUC,NG44756 CAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Ill KM Ill! 7AS-14 OiAtiH Rt ,DEWS A wm SCAIL• ILTs alua 1 20 K: gAAtd rAt>OID, rA - ICG Y0. uF3t OfAWL`U M612 SSW I dF 3 SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS FORAYPRECAASATL1 OAUNOTELg SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4wro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 6F8-10 6F12-1B 6FI6-IB 5170-18 6F24-18 51`25-10 502-18 S-6- (421 PRECAST 2332 2570 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 M92 5050 6146 7227 8297• 9357 4'-6' (541 PRECAST 1554 1867 3633 5050 6148 7227 8297 9357 5'-10-(701 PRECAST 1067 1260 2198 3557 1 57M 7227 8297 8225 6'-8' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-0' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 564 660 1058 1573 2084 2795 3731 5D17 IO'-6'(126j PRECAST 503 566 895 1270 1706 2235 2893 3747 11'4-(138' PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-O'(144I PRECAST 425 477 744 1042 1377 1759 22M 28M IS-4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1681 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(208") PRECAST N.R. 299 455 620 794 285 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 C SAFE LOAD PLF TYPE LENGTH 6U8 6F8 RCMV 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 6'-6" (7B' PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4" (112") PRECAST 173 352 74 10'-8'(1281 PRECAST 151 276 58 11'-4'(138 PRECAST 139 311 49 12'-O'(144' PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0' (1681 PRECAST 111 202 32 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 4—T,41 " SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-lT SF12-17 6F16-tT 020-17 U14-IT OB-IT 1T 3'-8' (42' PRECAST 1412 2074 2715 6 3997 4638 5279 4'-0" (461 PRECAST 1225 18DO 2367 2213 3470 4027 4583 4'-6' (54' PRECAST 1083 1592 2034 2577 30H 3562 4055 5'-10'(701 PRECAST 831 1222 16M 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1D97 1437fo 1777 2117 2457 2797 T-8 (90l PRECAST 648 863" 1249 pq 1544111 ISOI 2135 2431 14 9'-4- (112' PRECAST 575 571 980 1252 1492 173219 1872 10'-6(1281 PRECAST 514 462 787 1121 133 1551 1786 II'-4'(138' PRECAST 474 404 to 585 985 1213cw. 1442J 1645 12'-O'(1441 PRECAST 454 U4 387114 619 86B 1093 1299 i50fi I3'-4-(160' PRECAST 402 308 on 516 736 906 1076 py 1247 14'-0"(1681 PRECAST 358 2E6 475 c. 877 832 pr 989 1145 17'-4'(2081 PRECAST 253 208 338 j 476 585 j 593 803 29 THE NUIMERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 PRODUC.'I'RBvLsM 8af-xnAngt iog,Qh dm Pld'tda Arr WKe No .-O ZA,B Doti Ag Ily p'A•.,, n6.d ucn r O. ENS C) tr °MarRw 'fi- o FP • w: d. CFWG P P7u°° cku' c o So/8 hssOIVAI G' Sm ORA 670 0 SEE GENERAL NOTES - SHEET 1 OF 3 ErEdrrlow% PLP.E.EAFL3 S N a- OF w t> CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 99MERAL KVMO11.rn iEi MAIIF, 07AM-IS ORAYA R, A9111 ALII00 iCALD NiS Gw S/21/oJ gRil(FD E17 CIUP rumo, rA: - ALG Iq, E{75T OEA6fli H0, UE411 SIRET 2 or 3 SAFE LOADS SAFE GRAVITY LOADS FOR 1PRECAST U-LINTELS FOR it PRECAST L 2" U.L ans SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4-- 4- SAFE LOAD -POUNDS PER UNEAR FOOT LENGTH TYPE Qua 12F6-28 1u12-R 12fW2812f20-29 12Fi4-29 IV25-29 W32-20 S- 6- (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'- O' (481 PRECAST 2923 4232 5838 7619 052 11050 12755 1443E 4'- 8' (54' PRECAST 2396 3464 5304 7619 9352 11050 12755 14438 V- 10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144-Ril 6'- 6' (781 PRECAST 13W 1986 2879 4196 6421 10032 12755 144 7'- 6' (SDI PRECAST 1138 1628 2131 3218 4676 6756 9763 135 V- 4- (112' PRECAST 795 1216 1535 22311 3083 4167 5593 755 10'- 8'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5532 pi 11'- 4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47460 12'- 0-(1441 PRECAST 458 878 1073 1513 20M 2817 33M 4208 13'- 4-(1601 PRECAST 359 757 d 926 1294 1709 2188 2743 J409 14'- 0'(168') PRECAST 321 720 855 1204 1584 1 2017 2451 3106 17- 4-(2081 PRECAST N.R.451 631 BB1 1141 1428 • 1750 2102 19'. 4'(232) PRECAST N.R.3431477 700 925 1152 1380 1609 U) OIE N EWE DI FAOFm}056 ARE KNEW MX COQa FOR GRAM 40 F18A AM REBUT SEE GMAL NOTE e0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4aa 1*_ SAFE LOAD, POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 128FS-2B I21GID- IN14- 12RT18- IDi - IM23- i2W30- 4'- 4' (521 PRECAST 2538 2942 5468 75M 9640 11669 13679 15679 4'- 6' (541 PRECAST 2319 2740 5468 7584 9840 11669 13M 15879 V- 8' (6n PRECAST 1347 1641 3555 6395 9640 11869 IM79 1567q V- 10'(70 PRECAST I 1758 3361 5954 9368 11662 13679 1567 6'- 6' (801 PRECAST 924 1430 2833 4416 6864 10 1257 14801( 7'- B' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 1131{ 9'- 8- (1161 PRECAST 389 843 1451 2157 3203 4427 5417 5380 Ul THE NWMUM eF PME10M S ATE PERWIT M CM FM MOE 40 FED AWED REBA& SM GUMOL R01E R0. 4 4mm 1 n" r"'"' SA- LOAD PLF LENGTH TYPE 12U8 12FB RCMU 3'- 8' (421 PRECAST 1295 4841 393 4'- 0- (48' PRECAST 1295 4841 299 4'- 6- (54' PRECAST 1049 3922 2417 5'- 10-(70' PRECAST 681 2547 155 6'- 6' (7n PRECAST 579 2167 123 7'- 8' (90") PRECAST 474 1771 914 9'- 4- (112' PRECAST 355 11328 58 10'- 6' (12n PRECAST 306 1143 454pE 11'- 4'(IW) PRECAST 278 1041 38aQ 12'- O-(1441 PRECAST 260 971 34,%, 1S- 4•(1601 PRECAST 229 657 278 OJ 14'- O'(1681 PRECAST 216 309 251 04 17'- 4'(208') PRESTRESSED N.R. 633ro 16 19'-$( 232' PRESTRESSED N.R. 534 130 3tl Up4HIQ mulc 10 SAFE LATERAL LOADS FOR 12' PRECAST wf 2" RECESS ODOR U.UNEFI-S SAFE LOAD PLP LENGTH TYPE 12RU 12RF6 RCMU. 4'- 4' (52' PRECAST 1295 3692 25 4'- 0". (541 PRECAST 1213 3458 2417 5'•-' ( 611 PRECAST 784 2236 16516 5'- 10'(701 PRECAST 747 2129 155 6'- 8' (801 PRECAST 602 1716 117 7' ( 90' PRECAST 504 1438 914m 9'- 8' (1161 PRECAST PRODUC at C.6"t'Po m oa Dyro-/ _ o $ Z 1./8 8Y / 8 SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF 4c_ T+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12F8-21 12FI2-2112f16-2T 12T20-2i 12M-IT 12F•28-2112F32-2T Y-6' ( 42-) PRECAST 2752 4287 5613 6918 8264 9589 10915 4'-0' ( 48') PRECAST 2389 3721 4072 6023 7174 8325 9477 4'-6' ( 541 PRECAST 2113 3291 4310 5328 5347 7365 B354 T-10-( 7n PRECAST 1823 2527 3310 4092 4875 56M 6441 8'-6' ( 7n PRECAST 1444 226 2972 J675 4378 5081 5784 7 -6' ( 90') PRECAST 1287, 1767 3194,=6 4417 502E 9'-C ( 112') PRECAST 1028 117 2006 2590 3087 3693 4079 10'-6'( 1261 PRECAST 920 947 1612 2281 2764 3209 MM 1f-4-( 130 PRECAST 858 829 1404 1982 2441 79D2,3364 12'-01( 1441 PRECAST 814 753 1269 1788 2201 1118 IW2 lY-4'( 16D') PRECAST 678 633 1057 14&5 1826 2169 2513 ;l, 14'-O'( 168') PRECAST 622 586 974 1365 167E 1993 2309 17'-4'( 2081 PRECAST 434 427 M 964 1102 140 1623 IV-4'( 232' PRECAST 366 370 593 817 1002 1187p4 1372 0 DIE MAW DI Poumm¢9s ATE RROE10 emumw Fa WK 40 FIELD ADDEO FDA SEE GOM JAIL M 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 4c"T*_" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12ffr 2U luMn -2 IIN14- IMS- 11AF22- IM-21 126JO-2. 4'-4- ( 5n PRECAST 1626 26M 3745 4806 5867 928 7989 4'-C ( 541 PRECAST 1558 2582 3602 4623 5643 6684 7684 5'-B' ( 681 PRECAST 1210 2042 2850 3658 4455 5273 8081 5'-10'( 70) PRECAST 1173 19B4 2769 3 4338 5123 5908 6'-B' ( 801 PRECAST 1020 1538 2428 3114 3602 4489 5177 7'-6' ( 901 PRECAST 904 1226 2163 2776 3390 4003 4617 I151 PRECAST 703 p 771 j 1472pp 2181 2663 3145 362E IrtIJmFf4s U1 PAROOXE5T5 ARE PMMII RiOUCIgf6 FOR ENS J, V . 4D FIEW ADDED FUML SEE OEWAL 1= R0. 4 7 MDUCT RRVISCD 44 ValiihBp Plarfda T E F/% Aa Na o 0 03 o lilooUal p// 032541 Ed aka A A,J F444 PL P.E-mm.41sI56 I —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES F9I 11J4C OWAI- 11 I UWm JQU AUWA I vim Ri3. M IAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mymmiamidade.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 AH)). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requutements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 7 NOA No. 17-0821.19 MIAM •pADE COUNTY Expiration Date: 05/21/2022 oq t 8 )Zo Approval Date: 09/28/2017 17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Dralving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 94 dated 04128198, sheet I of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calctdations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory, 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certif ed Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-MI9614 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certfied Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. d, dLd 5Wefmy A. Maker, 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. 1V1111 Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Plade Precast Lintels dated 05114196. 13. Quality Control J111anual 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 #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables" sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21l1022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Ofce, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. R. -, /-,, elmyA. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 012-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on lkfarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maitar, P.P., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS-529-94, prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Al iami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 14- d. &.r Cffelmy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Erpirotion 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, 2017 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2112022 Approval Date: 09/28/ 2017 E-6 Ago 1 T aAl''44 — [' . • _ y;t - i'-'2j.ATIC_ 3 j1'jS- i'f?r':2Z 1. IIIi TYPFL°A" STIRRUP 2"fPBA RUS MY e STIRRUP DETAILS sac.. ss 7/ 32'd 8A STIRRUPS TYPE ' V STIRRUPS 't n ruu, lhli PRFSTRFSSED U-LINTEL DATA'TABLE tiL1 r9f F:! C'A D aQSi Dc:S a' l. lLfii I c3rno rs u s rra u v 6ACii[ D ODc L'JfIG]it! Q' GY r:7t%7 f117 t7Eci A[f G 1 D' 7 fFlff! Qf G_li Q' r1= r1mOM"LA1i I iTay OM==MMm R" PRFCAST W/ 2" RECESS DOOR U-LINTEL_ DATA TABLE il,. [[ a 1+ TTF--tt ,77Y/YP. v7F.f Y.Y t7f.•4 Ci•T i' O"1•Yt.yl•Ii:I lY:Y1Sf:TIPr L7y hll KM on MUN E] T 5millmmdL.Fi7fl"J[LL•"7:.1 IS4''.!t/E:lE56IfiWL1L', IGJ[ 361r[SGYEI.r/fll'aI'USC tT'7 DCFI:'Wt4[II©t Mill liG9( l][iGY1L 1lFiI TL t:LSfRf14,!!,7frL'i l GCaf('JL1<f C' Ji]C`mi rl rLsral tRKG!'frL^W';IfiR O dL' JCL^a•1361 QFiIl1L 1 T•:.`i'E:S'(:l'S^1I'.'^'F it7 OF me r s.,mA Aau Y gram YON pgECLV 1 wm WMIFOACM CAGE FA9RICSTIDN O 'Mr.- 7 sn. „ M•r...ar. J A D. FTJ t M6TIIE S[n A trlll,a.LYNosJ aE fAelUOATfON )iDpE1 PRECAST U-LINTEL_DATA TADLE UFAW; R". UIR Iommlr A rl r:»o a YLi::7 s rr rac:srr l e nrv l a Lro SS, a[32SICr7(lj,_:ii"ll SS.z/WLrtlti! rev ux rrs,oc Dmarucra GrLlttt I1 rt7C[[ 1[31•[fllLaTar_:J[1G/ VIFLLiI]C(i44)t7 Z' 7[?:7i1 f:LLICt F7LL 3C 1/CIL\tT• Fier. 7 vTi1EVT'.F7G7iDt 3"]i'iti94fi Ete[ t::irsL i,l o,ur•:i:n[sra( ruavvrIr a r'T ii•f IG6'tlP lft7 ttl tlr ri:,urt3,;:T[r',u TrTMtmG"J6Z10 a> y,ra F4 rr3.nmQ Dr rr>[tulaatTas[tr rrlL: ll7[E1t'':! l' IlJCilYft7.Q]C i Fi i T161 AWFgRAIq QOatllAiloN is rn mm rat PW= ~AL Q 13 L SE>7AtWlo'39031 T/A to ASTO ASiol K M. t. Own M TDM 9UAM a Ra.1.N Alb FS t., otArt W Aigi A.1rr 7/l. o¢N IMAM C Cnme tTAtalm MCI EW ouan rTam too -RUM TON Fwamssmw SjaA AST9 A41 L go of a¢ tavatemo CA24 rot mwtu m.. r um TM tm09tm un rm.ri slMn t amays L 009= 919S>marl /.. "00 m rot r I' m rw ®• lmOmi9 l9rtnr IY . U0o AV rot A4 Fir. Asf . ab9 arras to room ar rau'nanws rltut Fa J. Dam r aw= rum.. 410 a (r. aALTa aF car I T tr asm tl laa rAM.= ofrtErEU==Ur[Q erlerr[ol Fanarsau rb.Arlr PTotamwmmAm .AbS96 rasa ENs ' . '. tnaoucr¢Lvlaa acawurwr.. aaar Pl9dJo Epp/ rO)1 uonUAo ,. 16 CFW( IPARFM SFFWK FL =04 GPI, AL N r1`' ' R.. P.E.lM ti0.44766 ML• CAST-CRETE 8" LINTEL FABRICATION DETAILS 1- IA I m to em Fnm, m - I&, m roar I seen tat m wu - LATERAL ndtG r-odVnTV I ndnS FnR A" PREL`AST A PRESTRESSEDU41NT1] jp,m=ndOpTi i3vgT= L i FOiltrRrsts SAFE UPLIFT LOADS FOR 0" PRECAST $ PMSTRESSED U4-WT LS i4R/ 2P0' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LSN¢ TH we 470-0e 1 inOF12- 0 eM- I9 W" WTS- te UW41 a! m-1! hq+- m I 1F24- 1° ePla- 4B u7A° aFg- 09 eR2- 11 3'- 8' (42' PRECAST 2231 3M 3715 alw GA7 M4 9502 I0531 3— m 4m5 t43 7%7 an t0314 11109 4'- 0' (4B'j PREG1Sf 7968 2311 2751 3W 4820 3951 7034 0107 2W 4605 1113 7547 U74 M394 IIw9 4'- e' (54') • PRLTAA 1 y IIfi9 21I0 253t 3751 45" 5409 12M 1] 4A5 4113 7547 I=* TWO! 5- 4' 64 PRFSASf 7t217 1349 142 IOU 251° 3113 3m9 VA law 3M 5M5 75p a733 10121 5- 10'(f0 PRECAST 1002 IIW 1173 1431 Two 2549 XM 3110 1451 2E22 430 5'a710t a371 C- 6' (78' PRF!)IST SOB 1736 1177 3031 3707 1W 5011 1234 2177 3430 5351 9710 1 4m 7- e' 90 PRECAST SDI7 1011 1721 2132 2205 MIS 3191 ISM loll i 2al un 801 W7 0472 9'- 4' (1121 PRECAST 4 9" Irm IOU 2W 31a1 tale 3702 7a 1243 150 26i4 34w I3ro 10'- 6'(126)PRECAST 475 4 au 120 200 2771 1Iw 2M6 H3 I= law 2093 2731 4754 I7'- 4'(i3C) PRECAST 362 aat 945 IM 1a44 2423 3127 4005 552 45 IUO 1a45 203 3127 40M 12 4' 744 PRECAST 7331 540 373 1264 104 2193 1105 3552 ow m 1254 104 1193 2M 3592 13'- 4(160' PRECAST 296 471 753 107a AM lam 2316 2Dw 71 755 1073 1423 Ia35 2,3112591 14'- 0'(16B PRECAST 279 424 7w 1002 I= Iw7 1127 2130 441 703 1002 13M Iw7 2127 2630 14' 4%116) FRESIREM N.R. In aR la H1 451 7w 13" 1".02 2245 2517 1712 15'- 4'(Wj PRESTRESSED N.R. ml em 6a rot lu xtt 10 4Y7 7I0 1230 1717 1o3D 2II0 5f Df317'- 4'(20BI PRESTRESSED N.R, HR A BI 3m 1 50 150 132o Iw9 No 204 19'- a (23n PRESTRESSED N.R. IIR BR 12 h"t Wt BR 235 I 42D 750 I031 I= 1515 INS 21'- 4'(2561 PRESI{ZESSE7) NA J40 04i 845 111114 13M WAS 22'- V(284' FRFSIRESSED NJL x1 nn to IA Na Eta 3N 530 741 04 1lus 21>0! 24'- O'(208I PRESTRESSED HR. fut 25 45 IA 730 450 W 464 10![ 122! SAFE LOAD PLF TYPE LENGTH SUB BF8 R AMU3'- e' ( n- PRECAST 1025 1024 1598 4'- 0' (4n PRET;A6T 765 763 1309 4- 6' ,(541 MAST 592 591 1073 5- 4' (641 PRECAT 411 411 745 5'- 10'(70' PRECAST 340 339 616 6'- C (MI PREOIST 507 721 490 1- C (fly PRECAST 424 534 363 T- 4' (1121 PRECAST 326 • 512 230 ili- 6'(121'PRECAST 284 401 ISO 11'- 4" (13e) PRECJT 260 1152 J 154 12'- O'(144y PRECILSf 244 402 137 13'- 4' (1601 PRECAST 217 324 110 14'- G`(168jPRPLAST 205 293 100 14'- 6'(176jPRESQt65E0 N.R. 284 91 116- 4'(104')PRESIRESSEO N.R. 259 83 174( 2081 PRESTRESSED N.R. 194 64 19'- 4'(232) PRESTRESSED N.R. 140 52 21'- 4*(25r) PRESTRESS N.R. 125 42 22'- 0'(2541PRESTRESSED N.R. 118 40 24'- 0'(21in PRESTRESSED N.R, 91 33 4-+ Mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE; 12. D7 dFZ- 7 aru-v 11'11- 1T ans-27 MO-tT IFm-2T U24-IT 1P34-2T m21-17 F211-2F SM-17 IF32-2T 3-e' (+ PkEGISf 19.9 24 4394 5w AM 7m1 It1D 3524 4394 SW 0132 7m1 4'-0' (, B' PRECAST 23M 3010 3015 5325 0079 7303 3050 3215 431) 5323 90A 4'-6' ( 547 PRECAST 20W 2707 400 4711 5M 2040 2707 3A5 40W 4711 9 5-4' ( 64) PTiBAST 17 2278 2516 M" MS 4522 101e 1 1715 Ine 2e38 3A9 2511 4522 6'-10'( 70 PREClSf AM M 2513 3107 Sao 41,M 5N ISe7 2W MI 3107 Hall 4W S-e' ( 78 PRECAST a i4o7& Imam 241, Vft 3nl 37 w5 1407 15EIt 13" 2790 SDI 37T2 7'-6' ( CO' PAfCAST 7a 1 1°N 2025 247i 2W 312e 717 1221 1924 5 2,M 2a27 322a 9'-4' ( 11Z PRECAST 511 703 IW1 1474 W6 2167 2500 59) eu 1 1311 1843 Inn 2294 25t9 10'-G( 126 PRECAST a RIO 11ee 1481 031 2011 od 530 w5 1110 1472 tj 17A jyj 234e 11'-4'( 136'j PRECAST 424 6N 100 IM7 IU4 1513 1753 91 Sol 104 1372 1N7 ISI5 21a7 tr-O'( 144, PRECAST 4M 458 724 011 11 1 I510 470 350 so 1302 1540 Islam2m 13'-4' 160 PRECAST 7 Oro30 607 7e3 9i4 1143 13" 424 • 490 780 1119 41a 1 tae7 1+'-0'( i6B7P11(LASf M4 3Y 5s0 724 oat Ins! 1210 110 425 717 1053 1350 15a2 14W 14'--8'( 176'' PRESTRESSED 239 334 O' 1 42s 97e tut I41 as an w m3rd 1516 1134 15'-4'( 18+') PRESTRESSED 2Z4 313 4w I.A 627 7w hA oil w to54 I30 3! 4 113 9W tZAOJ 1460 1 U A 17-4' ( 2D8) PMT0SED 1" 2a 400 621 m 751 to Sae US a 740 I MA tVI 1473 10'-4'( 272j PRESTIMM N2 2210 34 fs 447 647 rA 4N Dc 747 mi in 213 429 4 m lit 141 los9he lmk 21'-4' ( 256') F11ESTRESSED 142 904 WIP 3 490 553 r.4 55 142 2M 373 p M7 72) 905 1043 22'-D' ( 2847 FRESTREM 131 197 715 M 379 442 549 wD 137 223 35D 513 on 063 191 24'-D'( 268') PRESTRESSED IN f79 i0l fe 597 INi 7l12 1 319 pj 455 Sol876 ZEI W61) THE NUMBERS IN PARENTHESIS ARE PEWO REDUCTIONS FOR GRADE 40 ' SEE CDERAL NOTE NO. 18 ON S}iFi7 3 OF 3. 1d) j/UiF1111JUA5 Wt rtnlUl raow uDrw rut a c +v RELO ADOED R EBAR. SEE (FT'TFAI. NOTE NO. 4 ON SIM 3 CF 3 rauD_ , GO ERIIL NOTE NO. 4 ON SIM 3 OF 3. PAODUCrlU1VISLD PAOIucr kwuv E1) mmr y7,1 C,V; OEN : m maD17149 vi1hihePiaJaa d Fladda : PRoDUCrXFM9I7D m cooOtog 1Yglh lho Flortdo wAn Cqb B&wxoC0fo moowAryf 1 DuDdi.Lmdo 17 ,Rz A Dtarr ?b o22%•/S W4mo ko 0 I' Odldcj(y4.vllhmo PbN4 ' KW 77N` no o 9 mr 2 02 a utto1 3 22 B7 TEO r1J. CFWGPA UO a'Du' !b 83 Yl.m t p ll ; 68240579 D /' SEE GENERAL NOTES - SHEET 3 OF S SH+MRR. 33604 n r a tt '• FLP.E.W.N0.44768 D 9 r IIIIIt1144 CAST-CRETE 8" LINTEL FABRICATION DETAILS V M14 11dtjeRff."' illCo390 oI901-I4 am I71 amI1nx0.13:-1Ln h4o3i sWtt roSLOL4Ga = UP/it chum 1a cm HNC a - tEL RG IOUI MW W. IW s9DT 1 02 7 11 RAKF. r.RaVrTY LOADS FOR B" PRECASTw12" RECESS DOM U- INTELS item SAFE LOAD - POUNDS PER LN EARFOOT TYPE LENG'I7•i e1Llb co Yfl0-0B dlFl e¢rt-Oc peel lIDFsl-0n QAO- e7lr -i amo-te 1AFN-to Gffle-1e pF7L-1 eWl n siF3o-1 4•-4' (527 PREC3LSi 1635 1749 3365 32W 430 342T SM 7M 1e01 36W 5106 6e39 0060 94n 10613 4'-d' (54' PRBAST 1494 19t 3011 2992 391t 4249 4 611H 170 3619 5 U31 aM0 471 10197 s 8' (6B'J PRECAST 886 sso 1770 1716 2277 299 3,02 391A ttp 1 2481 4667 QU MOP 72170,9311 5-10'(70' PREGISI 810 ew I 1600 2114 2649 3f74 37M 1113 Z342 4142 611! 70211 070e 614' (SM PRECAST 797 001 023 3120 504E 7747 S443 7..3W 101 1e25 3120 604E I 79T5 2"m 108 7-6' (90' 1 ASf 689 755 1490 2*9 37Ji 3743 7233 Sa23 765 14SD 2459 3"S 5743 06! 9'-0' (11B' PRECAST 411 095 I59e 2733 3129 4091 3149 me6M 4M11 ISOe 9 3129 11 5011 9M LATERAL (DADS FOR 0.• S7GPf`a_QTN2" hFr:FAA hnr7N im Wmi A v- SA p AD NPE LE , TH 8RU6 8RF6 R CMU 4'-4' (521 PREfASC 758 757 1164 4'-b' (541 PRECAST 694 693 1073 5'-8' (881 PWsT 408 407 655 5'-10'(701 PRECAST 382 381 616 6'-e (801 PRECAST 595 786 464 7'-6' (901 RECAST 609 674 363 9'-8' (116) PRECAST 370 90 214 THE NUMUtS IN PARENTHESIS ARE PERCENT 11EDUCT10KS FOR GRADE 40 SEE 09M NUTS 18 MR ADDED REBAR SEE GENERAL NOTE NO. 4 GENERAL NOTES Ild.dcht IZ) lWdr n m s-I/2' k.9 dA. d me W. R —Wd, ailkl W +.FfW¢9 r 1m.0.4 M16• ,51.1. 4066 VI rn e+tey-{pppp ai ea og rvg m fn0 Is) m . f.n.. .t 1a.tr Ua.w U .arm wry m Iuyl,q rl .tames eF/U! m . ASIR O4'1'cj a m t81r typrml wrl+ry rdv, mr.y 4W W00 ww s r`relet..ra ml ra o.a0rur. d40L 11W W yau•p.Id( tiro1 1Q LrlrboWrh afd I a E loaIlip'il6 Db k 1o> ) 4Nu c Prn rYo.4u6v4.tlr A411S .% 270 be rebnbm owW ! A5111 mltd W A•F7r4 h.dr..ld Id h. ndd Wl S IA 2) ) aw{. b.d l.d m Oi'*.m 4 WA orW.I kwb& Fa z Wr Mr tld pp Ri! W MI16 Wg 4 4 67Ye*!0i u leh0 b 4e O>Y Sw4 nNcd bad 30. 10 Mr rp* FNd L,*h st d m w & W1 Ow mi !w b W ab m 1 IQ rw lnuf ka10v mt shma, ob ear I.r• ura and b•6•fl bqA b— 3) ft& i W cwW tl and ?M Jdah I» s.k WA o dbvdk lwis 440 wd . Ildpn 1.Ar• In Wpred rd•dbo 1•r IQ S•b,wlr W W e Idi.mi dw11. a.*.W a GM •W A7 313 Isi°wWAer°. d6 69i W a u) 3tl[md 1. >q d. w ma Wd Sn Ayuta i+i ed rul Fatphm a e 6R D -1 W hyet mw6 moDU(.'i R7g` m h UICOOOOOOirh.Ua WFWA-&Af--M 16e Fkrda 11 (••5L d4r. 041AWL+ w w-.{Ja _02Z 15 m=1500psi On 17 r4 y I. MuLW kr W 15 My h bddYW. . ha..il,9dd d argb iO U. ceHIrdcd D9 Cue GL3rtvM SEE SAFE LWW LOAD 1) ILb do,hfW wNnF. ma"kd brh 5w• W wf. Iwo UWer by m,Wp rr..mfi1 mlmrt m1 da al 4-uq Ira. 6a J 1AKM E/4CFORLOWRA"m REpJT014CE0 Ci01 b RuCOURSEIMPRIM 10) AIR - 0.1 told a 111 1a1b.. 60 did ,dw 1. In bwld d V. WUM d M. &W m43. 1/2• aR hP 2) j5 REBAR a-fu OB40 a EKED kO9 ems, SAFE UPLIFT LOADS FOR 8" PRECAST w12` RECESS DOOR U-LNlTELS f"XV- ORWM SAFE LOAD -POUNDS PER LINFIIR FOOT TYPE LENGTH Wall lr 10 / 6RPIa1 dRFle-I 1 ePF2F MFJO-n em-2I ammi 4"4-2 WFLO-21 e1 71- SHF21- M-21 4'' (52' PRFXi15T 03 IEZ 62 3056 3751 4445 5140 A05 ir51 2 051 3751 4445 6140 4'-6- ( S41 PRE= 4m IQWH 2Z72 2239 3=7 4375 4943 667 IW4 2139 360) 42" W3 B'-8' ( 6 PRECk57 e73 1 7 732e 2554 33M 3111 6)5 tM 1797 ZW 2154 MM M11 5'-10' ( 70) PRECAST 655 1207 Ma 2M oll 77746 655 1233 INS 2259 2773 6 -8' ( B0 I'AETkST 570 9M I 1116D 24M fi70 1080 15M IUD 1429 9M an 742 R64 " IT65 2161 gi E06 maI314Ili52166PRD:A4T a64u 694 lit! 15W 395 610 1072 134E 1 J) THE NUMBERS IN PAREHtHESS ARE PERCENT RFDUCKONS FOR GRADE 40 FaD ADDED REBAR. SEE GENERA HUTE NO. 4 TYPE DESIGNATION g 1 FF - MM 10i C=/V-UWRUM e0m6 UY7[ tCOVYF 8F16-1B/ 1T 3GIm.LL I CF6 a 1' '+ 6' mYl T(d 13 Roma 7pr IAl (4 10AD n• 61rM r YC .r. rJ f,- u.• PRODUCT gF2B 4a i.D. ra <am01y3a Y,cu _ ' ll i.BaltalricC IA MA_ M7< CA y am FS a101101 Or L90ELR uwr SU 7 AMR ib.S r mum 19 oDucrllnv, sOU 1 d cnmd WPtwn N. 1 ow -.uZ C • CRUOPARRHVO 16 R1 fPa . 0. BEFRvER R. a r.31Tr: 14F1icIQY T'r4 clL.l i{r Q:r r" •. /4" c:"1 Zr{:-'I''. a ra+;r rt 3 v1 iT.T, 'sr rss rl yi .:_ ° ,J1t. N . r fa rrd•r-u•uL Ir.1;I c+zrr4x7 ; `i "'., r. '.I: nrliTa.r_gr r3clrrrs• i :a ruaaasA.uvL.,lu.rr rra+r•- WORMN Rusaim M IAM I•DADE MIAMI-DAM; COUNTY o PRODUCT. CQNTROL SECTION DEPARTMENT OF REGULATORY AND CCONOIVIIC RESOURCES (RER) 11805 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) ynymmiamidade.eov/economy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction 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" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. 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. MIAMWADE COUNTY NOA No. 09111 /2018ExpirationDate: 09/ll/2018 Approval Date: 09/28/2017 09 l 2 g/Z o n Page I Cast -Crete USA, Inc. . . .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Dicaning 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 #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on fleyural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel ,specimens, per ASTMS-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. MATERIAL 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 Detalls'; 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 'fables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., datedALlarch 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. r g. W. -, -/, " elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD1612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated Allarch 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 ofPernfitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 10ami-Dade County Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None. Ae d. witz elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By 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 Miand-Dade County Department of Regulatory arrd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A.zu Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 r HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 4" SOLID LINTEL DATA TABLE rJim aCiSilQl_ TkLi'S.J a iC rft lr .{: it s1• I'[ 17rfL77 aQ RUx f. .lei RLYr(gr's-11 Q F:" PRECAST U—LINTEL DATA TABLE L1`['1WNWQJl&'S 3MW-A,!i' UMI R-q osiFinaua r:itr aa',ivEr_arsc>ir!r o illCiET•.v1t::Sf27SL.:.I iFIT lC><..'iL'rIJO F'G [•Y r7•T<..l fTT-Li:l FS.a rlF i!T.1 FL'Sa rVL1O tiarrn r a r'arv:,r araiavno rrvrr.•ortu c-arvr zr_mc Fr•o raiarr.•m arnr=rnasar rzarrv nr rm mn rcaLWrrsroru', ra Fz.rtA II{Lriiriii0©rl'1= E4FrlSIf fFL F4RC2lJRIa7 r F1 .1Rft.7rFiiRJi iQ R'L9 rr1 rr v E7IF7 r F111 t rr 1mCyrr G.: c]tlr.iv fiCCY iF%a!'C!r 71F]iiE! L".IfEF'OC tt7 Li 1lM1,i ii1( i till r r.rmce:>ru:ar os rvmMETVaL'nt7. Ioa,a eu e:irFa:; Fca,•nv a;[r.vc o LGl GCL•iLf]143:7RIM T-. uaffiVt}3`J[Y]joCrL7as rlGYf tl t•'CVrT•iC L11ar:1L".1',G•Y A F1J11Lvl f'r!• SS rr_, ias-.e.araarramir t• ri_>t,) Icaracrccrn czr(arra:mra r rz lr,:ss+Ill:7 IFL'S::JIFl JI1Lli :.1f3CSi O TYPE - e TYPE ' A' STIRF lalllil l'>:Qlfl7Q11 i IrW nlNr4rAE ocmwon n r1u1101.0 S" rfvmcr ArrlavA. Q o ramrsrm n mrnnax, IATe um CQM fT RtrlWaria of /IANNrrO oWam fxr rfaa Toulra minor eA+r-ofg Isx, 9Q L tLI1r0Rm10 .mcu rx w nm am /A r4 Am a TTfI 4 fR7r4f Timm, f Alf If na maj - r m M111f M K .1. LIMO 1R TOW mmut a frmlVlf lOtm m "— Ulk= L C =at STUR m r. • Mf0 Ul MR Al / = AM n MM FM tfal UM W WL KW*t= Q%M TOT MUM - M, Cf tfI Loa" ff - SM ra rM f Olm LJ f00(ra - ., r1OY m .My o+TE f WCf901 YOr6fAOL f. K1161 fffi IX4f K Qir LLCr fR fl0 f0 R IIMOI IW GIM f lm1 rlm Gql WL a • ND If Ra IOW. /ITrf 4fU1N rfIDi rOAL. PA PRODUCT REwsm of c=* lno With OLD FI"li 0% s F-Vi vlbl7q-o82/./g pnonucrRt:v snn o. 4 ' 'P an udc 4ql 18 f c C d. AIM FFNIJ+ Adw Wbr No0 o n3 9 FCRAI0 PARRIN0 ,u 6324 CR bn i NA; +` C`+++ FLP.FI i FL 33584 PRECAST AND PRESTRESSED LINTEL DETAILS Oi9J1{ 11t1f1 n ,MMOD AT rump run 3/ t OJ tR Gm 0 MR FA= ri mAw m rt /Ii1 $to. 1 Q 1 GENERAL —NOTES pPccIpmdadt'ii I'!"m M1 II.d 7DOD Py . Nth alfrepl. pv mU tOv pD Y.9r ofbnm ntt world pv 1 f115)1)KQ70 Y Ior S 1) A ab W table baud m •W= 4 loth oadW b- moo Imt b fidcdElby 20% hmRt.9kna baba o,. a 8 1/2 6,hm 3) PmrW bd mortar bed mi Mod )*I& 4) TheV.6 Wca.in mb bdodlee lb. p.r.d rtt+dba for teldslm . 142i (.u) - me {U 1 5) Al F°bb wed c acted da"Virt cPtutltypo • IZPo I -4• , kWned. r .mcd 1/100 dafbUoqc WUse Is rodod 10 ton Itm fh RrY. DMel e) Share rod Ddd. m .9*.6 7) 4' .dd Webs 1• h. ll s ./ 4 A—dm badaafd W e' dru.M. vuft.L 8) 1.dapPon/ cal d itd nwt campy .eh W wA&cNrat oya *. b'm deatm•d D) Th. dativm aaly ewW ot. errn,bdd bob ham Ul. e t Toad tab.. by taloto6y IrtndTrmr ntOUog monnm . 6 door d d-o.ay fwa Ib. 12) • oomwd.b kIN mad*durdrd/erddijordgaUN. Lvg ndrin d IM aft b 11) Th. alaior tado d Told.do d p atukf . pqpopry r.m hate a ceding a data .ppiad P eamdma r.a7hnq 0 p- a0i• • fir MPQ• d er c0o" Ell). 14) lhlda Madd :••AaaumAr *B1 mJiAe! Ioo3gr. .Gofi9 ry.ff.a Nwb .h.M be drded fir Ur IM f ApFfd meal bad + *w Whew bad 5 IA Sd• mecd bed Sap h. f." Iwd Ibj Fw m•A=L Fold hdob e3 a' NN .a. w . bd fwm ocd kw bdit doeIu 16) Fv WA WdM mi * .l'•" wie loud h•m oat I.gnt f.,O drra 11) Sap bade — wphopoa d d..W. Wd.. I!) Sap b D6 bard a. ,.Cma d.4p wdyd. pr AO MG wd AU 31L 11) Add"""-' - be bbchW Maen = b/ rddrad preNdSg oddDb+ nal ZA bdon SEE SWE LATERAL law MES FOR LOAD RATING FOR EACH ADDM?ML ti'iS,' ryj"• RU COURSE 1 /5 WAR FOR a LNM 1 Y CLR TYP 2; %5 REAR FOR 12' UNIFLS SAFE LOADS FOR 4" SOLID LINTELS 4 4A• S'M1`R•T• GRAVITY TYPE LENGTH 4S8 Y-6' ( 421 PRECAST 1180 4'-0• ( 481 PRECAST 959 4'-6• ( 541 PRECAST 789 5'-10' ( 70' PRECAST 460 6'-6' ( 781 PRECAST 360 7'-6- ( 901 PRECAST 260 9'-4' ( 1121 PRECAST 156 10'4'( 12n PRECAST 116 121.18 Cw>R* Ciz•n UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-C ( 421 PRECAST 687 371 4'-T ( 481 PRECAST 597 320 4'-•6' ( 54.1 PRECAST 529 258 5'-10'( 7n PRECAST 407 148 6'-6' ( 781 PRECAST 368 118 7'-6' ( 901 PRECAST 280 67 9'-4' ( 112' PRECAST 187 55 10'-8' ( 12n PRECAST 162 43 12FB 12F12 12F16 NA.1b1 Riled 11'•r' 11) ad).. held .ddN robot to M baled d W halbm of Ih. It:W av¢. `•'f }• ? r %S `- t { •. PROMCSRBVtSM 6U8 6P8 6F12 6F18 • • fi:-, :}'. ti BuilErs w amaDlYm6, rllb 1be I;at4dc 51•y- 1;•F.: Y.•f' •• TYPE Oa. NAT10N U :-Y '= t.L:. •.., ._ .. y • • • • -•(•Yy I amar V f! V1tN •" • i•. '•-; ,y,i' 'w'!i •i•ti ,.- ' nY OFA raatvl[ Sm m i '!,qs}' .7::• ti:_ "t 't 12F16- 2B/ 2T arm..f ` r`;•.F, rr 7 .•I, rl.• 'Sr .?i' V 7M .•• :1 is )•Y. .' .;.YM1.,. t ' naot¢coo 2 ; - •r 1,. i•.. •'• (rrr•', ;..5•yF a^,'r 7r ',:: f. L' '• tp •aoo ra .t s c 0) m3m lmr vDoa t..a - ';;i1r.Y7'. +.: F::::•.• .a. :'rid••,• S. F.:.^; act• • • y; :: . : itr i,:, 1ui.r.... i3 !H • 12F28 12F24 12F20 o ':(:iy ' mp'itvrmmnmumss ?" •y : -. ,• PR DDUCFftL^/ F61,7A l aao• m ran r a.w ,s m aomWiioywide Ou PAartda wow gym• ;+ '" ' d TP • ' ' 0alldiag Cad. 11 8 • • • • • • • • • : Q' A `CRNG PARR3N0 kOe tan`° N° - ° ° 7 A : B, mlmNaa Duo . tr Pa71f11A1 mmlt , ' R I O , 1,: 6324 CR 57a 8 6F32 6F28 6F24 6F20 rp S,; NC"7 SUMER.FL 3M RE UC, 0.44768 CAST-CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES D e t o \ ,. N"...av RIZ PULL` DW8 11 DMRN WM XFM AWA =v-. ors v +'tI•- m1 Due 3 1 tlet7{FG a: (Z,I'd KKYRq M - VL R4 447341 DLW@e0. u4611 SIRQ I OF s SAFE GRAVITY LOADS FOR 6' PRECAST U•LINTELS 4—Ow" " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-IB 6F12-iB EF16-18 6F20-IB 6FZ4-18 6F2D-1 6F32-1B S-6- (421 PRECAST 2332 21,75 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 W92 5050 6148 7227 8297. 9357 4'-6' (541 PRECAST 1654 1857 3633 W50 6148 7227 SB7 9357 5-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-8' (78' PRECAST 949 107E 1831 2850 4328 6737 B297 9357 7'-6' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 5B4 65D 1058 IM 2084 2795 3731 5017 PRECAST 503 0 1706 2236 2898 37 77 11'-4-(136) PRECAST 457 3 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 2 1377 1769 7238 2808 13'-4'(160' PRECAST 373 j3M921 5 1170 1485 1852 2795 14'-0'(16111 PRECAST 351 1037 1373 1703 2087 17'-4'(2081 PRECAST N.R 0 794 985 1198 1437 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RERAR. SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS M13 A- PlaIMAM I IJ IMTM Q C-T-4-0 r1 SAFE LOAD PLF LENGTH TYPE 6U6 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 5'-10'(701 PRECAST 3DO 350 198 6'-V (78' PRECAST 263 495 157 7'-6- (901 PRECAST 222 367 116 9'-4- (112 PRECAST 173 352 74 10'-6-(1281 PRECAST 151 276 58 11'-4-(136' PRECAST 139 311 12'-O'(1441 PRECAST 131 277 13'-4'(160') PRECAST 117 2.23 F3214'-O'(I68 PRECAST Ill 202 17'-4'(20n PRESTRESSED N.R. 130 21 SEE GD ERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS T+_ SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-17 02-17 6F16-IT 6F20-IT GF24-IT 61'28-11 6F32-IT S-6' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (481 PRECAST 1225 1BOO 2357 2913 3470 407.7 4583 4'-6' (641 PRECAST 1083 169E 2084 2577 3069 356E 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6' (761 PRECAST 723 1097 1437 N 1777 2117 2457 2797 7'-8- (901 PRECAST 648 863 1249 1544 01 1840 W 213510 2431 9'-4- (112-) PRECAST 575 571" 980 125E 149E 173E 197E 10'-6-(128 PRECAST 514 462cio 787 1121j 133 1651 1766 11'-4'(1361 PRECAST 474 404 6B5 985 1213 144E PRECAST 454 387 619 888 1093 1299 13'-4'(160') PRECAST 402 308 516 738 Dt 906 1076 164512'-O'(1441 14'-O'(1681 PRECAST 363 285 475 677 832 9B9 17'-4'(2081 PRECAST 253 ZOB 338 476 565 693 @) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE COOK NOTE NO. 4 PRODUCT RSVLIM ' c -oyico wn IEn PlmtGa BcOArr4a Co& 8 8' C. I G 6 . ENS ,0 44 PAODUOTRgWSUD BolldNMW1h rho F'6o+id. A Ryi 113.OT CRAIGPARRWO Sr o 8 SS701VA1 E;4`' SFFFi4BLFL 93584 nwi i•I'I1l1 Ti. P.I-UC-NO.44M mCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Sl_ SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 "T4- b SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12US T2r6-2B 1ff12-M M6 1MD-23 IM4.26 1325-28 12F32-M 3'-6- (42' PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48' PRECAST 2923 4232 5838 7619 9352 11050 12755 14435 4'-8' (541 PRECAST 2396 3464 5304 7619 052 11060 12755 14436 5'-10'(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 144 , 6'-6' (78' PRECAST 13M 1986 2879 4196 6421 10032 12755 144 7'-6- (90' PRECAST 1136 1628 2131 3218 4676 B756 9763 1352§ 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552,4 10'-8'(126') PRECAST 614 1043 1295 1853 2516 332J 4334 5632 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 456 1 878 1073 1 1513 1 2020 2817 3333 4208 13'-4'(160' PRECAST 359 767 a 928 1294 1709 2188 2743 3409 14'-0-(168') PRECAST 321 7204 865 1204 1584 2017 2451 31061 174-4-(2081 PRECAST NR 451F 631 Dc 831 11410 1428p 1750,4 2102 19'-.4'(232) PRECAST NA 343 477p 700 925 1152 1380 1609 U) X WMM Ol PAIffM= ARE PEXENT omrrOU FOR owl 40 F1E1D !+TOED KIM $EE cOTEA4L RD1E N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR UAINTELS 4 0IM- ml SAFE LOAD , POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 120-26 1910 12EFI4- 12MB-1 WM-2f 12RE25 12RF.10 4'-4" (521 PRECAST 2538 2242 54M 7564 9640 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15579 5'-8' (6n PRECAST 1347 1841 35M 6395 9640 11669 13679 1567% 5'-IV (701 PRECAST 1259 1758 3351 5954 9358 11869 6'-0' (801 PRECAST 924 1430 2633 4415 B884 1 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 A5623I9'-B' (116l PRECAST 389 B43 1451 215) 3203 4427 SAFEFOR12` 4„11,Tt4 m OADSA PLF LENGTH TYPE 12UB 12FB RCMU0 3'-e (42' PRECAST 1295 4841 334, 4'-0' (4n PRECAST 1295 4841 299 4'-6- (54' PRECAST 1049 3922 2417 5'-10-(70' PRECAST 681 2547 155 6'-6' (7n PRECAST 579 2167 123 7'-8' (90") PRECAST 474 1771 914, 9'-4- (112' PRECAST 355 1326 58 10'-8'(I26') PRECAST 306 1143 454, 11'-4-(1361 PRECAST 278 1041 388,4 12'-O'(1441 PRECAST 260 971 34 1J'-4-(16n PRECAST 229 857 278 14'-O'(I6n PRECAST 216 809 251 17'-4'(2W) PRESTRESSED N.R. 1333 16 19'-4'(2321 PRESTRESSED N.R. 534 130 art k LMPJ%L r,u,c to LENGTH 4'-4' (52' PRECAST 4'-6'. (54' PRECAST 5'-0' (6n PRECAST 5'-ICr(70' PRECAST 6'-6" (8n PRECAST 7'-0' (90' PRECAST 9'-8' (1161 PRECAST PLF 1) THE WI 5 IN FAIRIDHESIS ATE KHM9 fE01.C10A15 MR ,o; QMADE40REIDAID(M) MWR SEE G4OA NOTE TA 4 G p,RMWCr RSMED yaq; wo Iho6'dldiAC Credo Il-lid, SEE GENERAL NOTESREYMONSHEET1OF3 MEWSM OF CM CC I 1 oe 71 dalms SAFE UPLIFT LOADS FOR 12" PRECAST U.LINTELS 4c4EOIm*.M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12EE-21 MIMI 12FIB-21 12F2B-21 12f24-1T r26-21 32-2T 3'-8' (421 PRECAST 2752 4287 5613 6938 B254 9589 10915 4'-0' (48' PRETASI 23M 3721 4872 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 BM4 5'-10'(7n PRECAST 1623 2527 3310 4092 4875 5658 6441 8'-6' (78' PRECAST 1444 220,J 2972 3675 4375 5061 5784 7'-6- (90' PRECAST 12670 1767 258.3. 3194,A 3806,,l 4417 A 3028 9'-4' (1121 PRECAST 1028 117 2006 2590 W. M130 4079 10'-6"(12n PRECAST 920 947 1612 2281 2164 3209 3653 11'4'(136' PRECAST 855 529 N04 11 1982 2441 2902,3384 12'-0'(14,[j PRECAST B14 753 1269 1788 2201 21110 3032 13'-4'(1601 PRECAST 678 633 1057 1485 1826 2169 2513 14'-0*(I6W) PRECAST 622 586 974 1365,d 1679W 1993 2309 1Y-41208 PREC\ST 434 427 695 964 1182 1402 1623 19'-4'(2.32') PRECAST 366 3701 523 8t7,d 1002 1167,4 1372, If) THE R OMM IN PAMaKE95 ATE FIRM REa MUM rat auoE 40 MD ADDED FMM SEE GMk NOR N0. 4 SAFE: UPLIFT LOADS FOR 12" PRECAST w72" RECESS DOOR U-LINTELS 4 Tall- 0M I SAFE LOAD -POUNDS PER LINEAR FOOT i.- LENGTH rnkrir Iw,v-s u1011-; i8 4'-4' (52") PRECAST 1626 2685 3746 M 4'-6' (54' PRECAST 1558 2582 3602 i5 5'-6" (fin PRECAST 1210 2042 2850 i5 T-10'(7D' PRECAST 1173 1984 2769 17 6'-8' (801 PRECAST 1020 T 15M 2426 14a 7-6' (90' PRECAST 904 1228 21 g9" 97r 0181 PRECAST 703 j 771 m 1472, iEOJBOLS TN PARWFDSIS ' "r PERiHr 1aDBIsaRs FIR P •ENS'' 40 FglO mMV FWVL SEE 4QU& NOTE NM 4 447 T F F CRAIG PAMND OMCR679 t8fFN6R.41 Sew PRODUCTR Lgw co&T.iN' Du Flo,Ido 8r h,YbODAc r / 8 V.,b P`` FL.P.E.'1TTCW0I.J!!>';5B mmCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES fIF T1ARC DnRn-I4 dA4Mt m 4a1w ALLMID scDE: DAIFs s ) ortGRD m GAD FA®D, 6 - KM Ra 4415F raRftC NO. a... 3IIIT 3 or 3 MIAMFUADE MiAMI-DARE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11803 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) mv%miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E,, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -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 Helmy A. Mahar, P.E., M.S. EM MIAM DARE CONOA No. 17- 0821.19 UN TY Expiration Date: OS/21/202221/2022Oct/ Z J / NOW Approval Date: 09/28/2017 Page I 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 #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 44 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fled Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #844L19614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for 44 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-PI20652 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: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Plade Precast Lintels elated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheet I oft, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, 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 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: 05/71/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBNUTTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporatlon, dated January.18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 C- 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on .Allarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lyfiami-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 914-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E„ dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast. Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. A—"//, d &Z elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS I. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regadatory and Economic Resources (PER). 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 A.STME-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 1llliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, 1 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-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. Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy 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-:---' s, ^t1 Tiirv"5:=';rti-F'I:,•;i Py-,.a. ,. k'!'Sj,y rtt #''+yfa k'-,"•'r u y;;•:{`y.;t_ tin+•`v,;,•.!i+ p r-r IIIiII. 7/32 P BA 71r2RUPS TYPE 'B' Sr1u= '•r h B'-G" LINTELS. PRESTRESSED U-LINTEL rkri li7 tl=:i917 1fiYfRf r t!'IS1".l'1a.JLs7 m"C+c:1[ilI 3oCi my, r a Slv 1r[Q O, 60Gfi Eil T fIC1 t7Ltt7:Jit cli i0 rrr+r:Tun i+a.vc s,tr rul w Q Mri ti 1siFA G! li MMC2=VP-4.9 m== S' PRFCAST W/ 2" RECESS DOOR U-LI TEL DATA TABLE b ilil l1 IL+:[il i"frfl iT L f. rt•r :1 17.!t Lil1 7^+l?I, I EiC•i llfl i flr:Yif;M!D F'i C!i E3G•La®F7CfYmt+l'.'l!L"':dT'F,jr!1FJLE L:.TIFSQC+lGIL1tLr rla resa el+rntrtia rra.=tsirn:r1=.r,r r:,i•mnr f,YTiEira'i[S]iQ• FJ ISJ> r" RA i,'_••1r/tY3';I[l li©Qt aia r[]air ati[r tfa3tarca•:_:as+r':^rri,L+s.+tcrr r t tt>. r,r rar,rL? c r moo tf}CS C itiGCSiG*.Fll1[!r'.L':'f:t7•L!![GL'I'"C'r•i'Lrliti7 iirs:alrll'r]Rflrs d J:f rx:.ar- _ I>h J' .11Q1 M41am 1pPp. II!r'!` t6141 !rL nllL li{fY Jyl'x {(NWi oma. FRWAST U'^' REaTrOR61RO CAGE FARREATQH MWEL m mi•rmumou 7.tS 2o2t i r PR E.CO L [T Rrm.avfJNO U.GF rARR10ATOR 110DR PRFCAST U—LINTEL DATA -TABU WEJSi i757itTJ rla h li.iil•7t C•L' UlR Y: Y if<? Wilx,! a IBM Imar c flo a ca r: a..:,» raur vc ue+I va o id 7 OtiLill tr V l[S3w©t! rrsa ar:n rra_: rya vsFs..n e c;ri r ao raotr•_ar<uarrr:•_:rc+veu.zrF av ter. QF•1F:fR c'.1fitSiF7Eii.SJ11`Air<4 r.v Fsar ol rSGsa c1[TI7 Il•r71TT.l r•>sm rsmmrr rr•r r'mo rrr r.r r:,t rtni:L1EiQ1Or mca rr r au 11>,r ur[a a>. rre9n a r m r r o mc+nroa:alru.sJ: crrr ulrc7:J[adE r o 1W7 rRm1RETAR1f RDarl4rmtl 0 FNDW0 FOR PLOW= ATm4AL Q 1! pD7EOTo byOOrf WYT LOX AND CJ:)UDT Oi WRD=m aR tOS1 "I D MM THE pool Utrm cWSon Or 4ME ,OlV E ML RA J1j•( jt f I:IIi T. Rl$Ol@0 arm; i/n out Asmr ADM A !f. R. 01E lol TOTAL ll U OF SmGRF An JS 91111t UADE a A= A.Ih•7/I9 mm Amuma is Emma S7Mli7 R= WN m=rm vcm lON-M1EIALWWI 703fRtm" GO a7 THE RWmcCm C= EOt tmML Snno ASN A41L - Ra or stu=.. t nml T6 1 COMM a"AD r51 ml r Rmffn m CAGE I Rtmro L llbRl» Ammm a wtus) r.. —a a MR ALL — — nn mew R am LaTI < L u rWoos Or rolYrtvna¢ num PER Y muL rtuT m Tama- A" R rr~ DD.m a Ov j )W MEWm Of uaOatrasa® um) Rwamen GAVM6afp'NtO M rRU1t13nD is tan ulTam QM YAtOIRm filmFS. J D 4 XT rannucTOLVOD v i AE WI%cW w9hvu rna.l. rtmfiDt codR Atr.pTulet ND o 03.02 EO36%*-` na UannlD2"tG g 19-1Y%. - Gaza OR 676 n so RtoNG RM 3M. 447Sa sl[ CAST-CRETE 8" LINTEL FABRICATION DETAILS mer. tnta.l_u I Em RD a m pam m m - Rm. m (09 scot _ _ Hal ID uua C 4nitF r-en%nTV I nAn9 FOR R• PRECAST li PRESTRE89ED UUNTELS 0—*-W SAFE! LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am e7e-0aV. M2-m aFl2da eFle-0 ane-te aE20-o6 M3-19 rrzhw 6R4-10 2m•61 6Yfa-ft 6FStm 6F32-19 Y4 (421 PRECAST U31 aom1 3712 5163 IS07 I Z054 2W2 IMISm46m111] 7517 1 1274 D0394 IlW9 4-0' (481 PRECAST 1968 2311 I 312D 4810 MI 7034 4107 2691 I 45M IU 7547 U74 I0394 I[US 4'-0' (54 • PRECAST 1598 1162 2110 U31 3753 45A 64W AM 210 4375 1113 7547 1e72 1034 I= 5-4' 64 PRECAST7 7217 t3H 147s 110f 25m 3m 5 4210 lee3 30l0 AG9 7547 T342 a733 m127 6'-10'()0 PRECAST 1(M2 t165 1173 Iml 201E 231! m09 3f70 1451 ZC17 43W m 4ID6 7fef 137e K-8' (76 J PRECAST 906 122 21 3W 1 37m 43e3 606I 1238 2177 3411E 5Al nW e123 Y-6' 9M PREGIST 743 roll TM 2632 2203 26m 3131 34U4 1011 1 2011 A9/ I 9461 am 9'-4' (1121 PRECAST 116E Isis 25t{ 31e1 isle 3302 762 1245 lap 2564 3425 470! 513D IV-6"(126 PRETAST 5 9 1247 29l3 2777 ZIeS ffi]8 H3 laR 15M 26u Vill 4P34 17'-4'(136-) PRECAST 262 Sit uW loll 24A 3127 4001 Set lu IU6 1846 2423 3127 40W IZ-0' S44 PRECAST 377 e73 1254 Im 2193 21D5 SS52( 673 1254 1694 2Rs ws 3m 13'-4"(160 Pf8RAtiT 296 75S 1073 An Isla 1J16 mW 755 Im5 142s IBA 2310 Zsat14'-0'(16n PRECAST 272701E471 1002 Im I697 2127 263E 701 10D2 1321 1697 2127 263E 14'-e(17 PRESTRESSED N8 7m 0R RaN rot xl 7!0 137E 1901 724! 1a17 Dli 16'-47(184iPRFSfRFSSED N.R x9 xfi x3 x3 N9 x1 417 710 1250 IM 2053 272E 13 17'-4' (2081 PRESTRESSED NJL xn tit luFHAt N A roe N1 me ilia 150 1aW IVA 2D47 19'-4'(23e) PRESTRESSED N,R. xR miKiOR252 tat 235 42D 750 IaZ 1T16 21'-e(25hf) PRESTRESSED N.R NR 3R NeMR Nit 1m 340 5" 1114 1418 22'•-O'(264-)PRESTRESSi:D M.R. IA xe Ot m 10 318 a" 100 130 24'-D'(288') PRESTRESSED MR M RI NNR N4 Not 13 250 450 054 m+ 1222 SAFE LATQRALLOADS FOR eecatnroevn r ra t47iT A am SAFE LOAD PLF LENGTH TYPE 8UB 8F8 Rt414U Y- G' (4n' PREW 1025 1024 1598 4'- 0' (481 PRECAST 765 763 1309 4'- e ,(541 PRECAST 592 591 1073 5'- 4' (641 PREgSP 411 411 745 PRECAST 340 339 616 8'- 6' (781 PRECAST 507 721 490 Y- r (W) PRECAST 424 534 363 9'- 4' (1121 PRECAST 326. 512 230 1 of-ir (1261 PREOIST 264 401 ISO 11' 4 pe) PRECAST 260 452 154 12'- 0"(1441PRECiST 244 402 137 13'- 4' (1601 PRECAST 217 324 110 14'- O'(166j PRECAST 205 293 100 14'- e" (1761 PRE5IREM N.R. 284 91 IV- 4'(1641 PRESTRESSED N.R. 259 83 17'- 4'(=I PRESRREM N.R. 194 64 19'- 4'(23Y) PRESTRESSED N.R. 148 52 V- 4' (2%j PRESTRESSED N.R. 125 42 2''( 264'jPREsTRE tz24'---o0'(21IGj NIL116 PRESTRESSED N -PT-, 9133 q11= 1101 I;rr I nAnC PnR R' PRFICAATIi PRESTRESSEn L14JNTEL8 AH3s H4t1a SAFE LOAD -POUNDS PER LiNSAR FOOT TYPE LENaTi1 eFn- rt e7a- u IT AM- 21 eno- tr 11` 1e•21 eF2o rr VW- QT IE2A- rc en4- U U2e- IT ffn u aF32- IT SU- ar 3'- 0' (4i fi Pf Si 20 4 4314 52D ern TW I 150 2m 3524 43f4 SW 6132 7001 4'- 0' (481 PRECAST I- 23a5 am 3315 4m am wt 13W 2703 300 We sm 6m 4'- 8' (541 PRECAST M7 Dm 2767 3313 WU 4711 a371 I= M40 2;W SA5 4043 4711 5373 6, (,' PRECAA 101E 171' ft 2LTp 3A! a 4m 101- 01 1715 1 We me 3349 Mel on 5- 10'(70 PRFli4Sf god tsa7 25l3 aim 4U3 of I tan 1 2m ta3 3107 ZM 4U3 5'- 6' (781 PRECAST 11511 n4 i407M Man 2X9 3511 37 w 407 1 wis Im 279E sal 3712 Yam' ( 90 PRECAST.727 1 1624 2013 2 2a27 am 717 1214 1124 2023 24211 2s27 32m 9'- 4' (112' PRECAST W' I 70e IN, IWpr 1474 1e15 2wo 7SW 591 eel Ilia IM I I 2U4 202 10'- G'(126' PRECAST63) we 91e Illo R11 03c 2011 ea 693 IIW fA 1477. 17s3 cd 2= Me 111- 4'63n PR(•XYST 474 Wj P. 3W Wd IW701 1274ad 13130 f753 491 am IN2 lfp UIS 21a7 12'- 0' 144 PRECAST 470 40 w It 13f3 I 473 me Ism Ism tal 2075 13'- 4' 160 PRECAST 416541* 785 164 ila 1323 428. 115! le I 1e87 14'- 0' 1651 PRS:AST x{ 724 fe9 1054 1220 410 DrJ M 15a2 11m lt 14 lY (176 PAESTRESSFA n2 Dan ne 1131fa 248 91D I 1511 1734 Sm PRESTRES7Afa4 627 70 911 1054tu 001 IM34" 12 14ED 141 17'- 4'(206j PT SfF ti9ED In im me6 74 e7a 1 75e 1271 t9'- 4'(M2j PRESTRESSED 162 2H3 447 547 747 Im 2539 On 14 WSW 12D 21'- 4'(258 PRESTRESSED HZ 901 3W eD Me 665 fto 142 Z!23 537 721 906 Iota 22'- 0' (2641 PRESTRESSED N7 197 3" 02 54/ s70 02 U7 2Ue 513 m a53 tl] ny 24'- O'(288 PRESTRESSED 124 I D 342 16 492 w m21 4R 601 d a7a g) THE NUhmm IN PAREFiRIESis M PERCENT REDUC IM FOR GARDE 40 FIELD ADDED REEIAR. SEE GENERAL NOTE NO. 4 ON SW 3 OF 3. SEE CDO& NOTE K 18 ON SM 3 OF 3. OEN Coybe eia PROOUCiRVISFDur0. rylyn0,rlfh IM nrldt a odldnlCe AccepuacNu, ,) 4 l: a10 2 Z B6dhq Cak Aecepm, R ] e22-1•/S pa1cA- % OZ'L VW0uM 0.FW1 eRiDD°U1 Cr edor>a, IYof n AttLJ J 0 C j bL4am Caw+ol NFRII_ NOTES - SHEET 3 OF 3 S O R ENTHEZ ARE PUiCtill MULIUMM taut umm 4u kEE GENERAL NOTE No, 4 ON sHEE7 3 OF i trl3tDn WW4 ' ONSPAFHNO ArteMnt. W 3 a 0 Z e324a4579 BERNER R. sa604 r` FLPELIC.NO. 4475i E 8" LINTEL FABRICATION DETAILS 1n aa9 ranafi ri - wl Nu 4034 =m w m s= h SAFE P.RAVRY I OAD9 FOR R^ PRECAST WI r RECESS DbOR U-LINTELS i fls am SAFE LOAD . POUNDS PER L KEAR FOOT TYPE Lf31GfH Nm 82Ib-00 MFI eW54 90" auJo- RiFS 19 W1atF10-18,W MWIN W72-1 ae79-111 saw -is 4'-4' (521 PRECAST 1635 IN1 31% 430 MU 1403 7667 1891 am 5200 6e39 600 94T7 10193 4'-8' (541 PRECAST 1494 151e S1e3 2492 3968 4246 024 6904 1750 3W1 52pi e031 8*0 478 1293 5' -0' (66' PRECAST 866 9Y0 I770 1718 2277 2839 3402 30W 1110 1 2481 4567 on 80 7917 1311 5-10'(707 PRECAST 810 M9 IGM Iwo 2124 2649 3174 T= 1113 23n 4242 Mud IWOV 740ZM aMCq 6 -8' {SD') PRETyASE 797 w1 1815 3120 5048 7747 2440 736D w1 1e28 3120 woe MS 0479 IRZ 90PRFfAST 76- ') 889 75. 5 low 2459 3776 U743 7239 8823 7M 149D 2459 3778 6743 1 9-•- 8- (I I6' PRECAST 411 40e 1e5 1560 2 312E 4091 3146 616 fe! ISee 2 2053 3179 4150 5691 THE NUHSERS N PARD101FS15 ARE PEROENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE ND. 4 SAFE LATERAL LOADS FOR A-=vpACT. d D,, tmr:t:ac hnnn ITA rums A Cb SAFE LOAD PLF TY LOTH PE 8RUB 8RF6 RWU 4'-4% ( 5n PRMW 758 757 1164 4'-5' ( 54' PRECAST 694 693 1073 5'-d' ( 6n PRLTJST 408 407 665 51-10'( 701 PRECSi 382 381 616 6'-C' ( 8D*) PRE= 595 788 464 7'-6' ( 90") P=kST 609 674 363 9'-B- ( I i q PRECST 370 490 214 4 SEE GENERAL NOTE 1E 1GEl?> L Oii'S 14 cold W rddI ma sf aw l2 Wp a3rd.r d III. ener I. mmdnL DDD r. 0' rroaad1 ldd • 40 prelmsd Li{dy p1- iD00 milI'• - 0ISW1U) TL abdw vl.a d iokl( Imh9ed is atr'o menlr ,xml s3 stm hmn rwlp d adu m .F70edA6r11.GW4tQ/ r Nb plfm r4 owfy i.A. q80 w w'A RJMm rulr ` 15 .p W land ASD7 MI1 Dfd. WOh AlOr f4) pe I. Wd 6r dnki Ter - ==f l i drdg21'd a F•+ATW Q79 TIT. tl r 5 W) ,+ i d6 k ali Nd S IA 2) AT wl. kr hytl. b d m or ti 4 w ysy4 6mrYq• Fa<.mLL¢ sdr/ 2 tldd 810_ pl awl k Mt Sf. v a0u1 j $0. k W b/ 10 ra m Vub 4Dd ho 1. ut ran m d. Yr (m mt Av hrahl ZNM IN rw rdd hqO. W Don ill. ap Im1 Wn rd 6ow+t hqU A= . 4 Fr.0 tot hx4r 1d a1 b d T.h4 17) sd. I..h r• ryrfcfed .22,bh Fdx 4) Th. m d..r 4 W&A , 6 1.1tl DM paerd r.1..JYn M ih. LO . hod4drA•. I8) S.I. I..G hard .n real d.dp. lorOp Rr AU MO .14 Aw 311 JSwo!S we 1td.1 a3I-11 yf tmb kord - "n tl 6i wd.Ln 4 54 4m) • e1o1 dl 10) N1Twl Yh. d h. ki.91Q11) e. wr 0r C41 Sa A+id 1d.fr. re5i•u4 W.M..mmy 9m19m..d.r= d p Fm.tl-m rn.uu. ma de &]-i' W lmru me.la Dmooucr=4ETY1•b r 9 1N80 Id1.cr9Pa. .0-vy a.1. 61. 6.1. IWU.1q lb. 1A D awmius!'-O \1]'Ib.fNf{l Q Shn reed M*h - r.ow& A—p;c... tb o 2.2 , , 7) On 17U. rrbw W b. NNMd Ir da is r&n 8).dl.r. dd rw.'ail)d ml id .aol wWErv36b.mOn .dilrrdvvd DT ft 1) abic' lbp"i0ilmaai, rdv8r mrm:.li ad d.a' d I— M. I.. do wk 10)8A-R. 111" ' I* DWw 9d1 dkd rd w 4 k Fold d b b.0m r I4 kM ..A7. I/2' C1R IYP nmQm SEE SAFE VJM LOAD UB= FOR LOW y=11,11i RF FOR O' 601°IRC FULL COURSE i am r SAFE UPLIFT LOADS FOR 8" PRECASTw! 2° RECESS DOOR. U-LINTELS CA1:716WM SAFE LOAD- POUNDSPERLINFAR FOOT TYPE LENGTH WI -IT 8eFI0- 1 ani-i le -I eAF72- e1771- dWJO-1T m:a-rr 8WD- 9W4-2t W8 w072 a wm-zi 52'} PRECAST 7658 2352 3058 3751 4445 6140 8D5 1t2R1 2362 1 3059 I 4445 5140 4.-e (541 NEW 667 1604 2272 2939 3s07 4275 4943 Oe7 1hU4 ZD7 2= 3w7 42T5 4243 5'-8' (6G') PREGIST e78 7 J7S7 232e 2854 3N2 3911 875 INS 1 1727 2328 2854 3W 3111 5'-10-(7n PRF" 855 1207 174e VW 2n3 JIM 2799 653 I23T 1746 2M Un 345 2729 0 -8- (80) PRET J71ST 370 PA I 3m 570 10w Inn 9 3S19 7'-6- (201 PRECISE 506 742 P64 '7 I966 fix 698 1364 ftV662567 216540 SM 218D395 5w 7072eJill1) THE NUMBERS IN PARME31S ARE PFRCFHE REDUCRONS FOR GRADE 40 FIELD ADDED REBAR SEE DENERAL NOTE MD. 4 v ti 7 9F 2 y7 ' SF28 \ • Am1do dDe3* i6. 44TYPEDESIGNATIONFF - rW0 9u' 9 C60U[ / u - WFDrEDFW.WA K16-1B/ 1T IIOIDRi ImINJ J 7 Lauvi IF 15. . HIMH= I= AT Tat 4s max uP I - IN am G101R is AM AT ilmau P110DUCTRGYI&W Or L1m evo T AC0D1 11 RlDOARP P\tDre N I1lLmaDlyhtgwithth. F7" rid: r W1401 vm00.u9 py' _ f 7 7. IRODUrn'ROWBU p jmi.8M01 rho Fbrfd. IoDD 7..OZ- M10 PAR00 16 0724 OR 679 GafmR. FL SSW r• ra rticl ril l roc A: ,v ' 1•M1-, ... %., c DETAILS a' 2ai14d: 7.w: IyvliF -n4ali raiairrTila=n r rm:riYfZVlk7f-,y' i• 4:°:`' •^ JUL 1 1 2018 L or CITY OF SANFO D BUILDING & FIRE PREVENTI N PERMIT APPLICATI N Application No: 16 - 13 Documented Construction Value: S 5`i'2-`5 Job Address: 24pi '4 Jam• (tea...( (ono Historic District: Yes No Parcel HID: Residential Iq CommercialEl Type of Work: New Qf Addition Alteration Repair IDemo Change of Use MoveEl Description of Work: PiL..z du. b 1-1S M;- {-{z GS:-C ak'g_4 e S 4 61,, fr ,,4— l La .2 Plan Review Contact Person: _ P)wi..5 se%-6 b, b I cl Title: Phone: _ Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name 2. S. Phone: _ -ZI- Street: - 40 1 ('Sac-1.+ , (2rS Fag: Lfo-+- 2 City, State Zip: Qr4 aAJ-u F3?. 9 2-L State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: 31 4- 3 144 86 CC2n3yZ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation F commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructi in this jurisdiction. I understand that a separate permit must be secured for electrical worts, plumbing, signs, wells, poo 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: Sib 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 e found in the public records of this county, and there may be additional permits required from other governmental entities such as wa r management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requir in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitt The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valt. 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 w' be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature orNotnry-State of Flonda Date Owner/Agent is Personally Known to Me or Produced ID Type of. ID Signature of Contractor/Agent Date Print Contract is Name Signature of Notary -State of Florida Date r' =,a•.rryk.' VATSLd- MY COM:LIISSION FF 120'hraIEXPIRES: Au us 25, 9 2018 l,,tt• oonaea Ti,_ Notary Pu Undemriters Contractor/Agent is Personally Known o Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical - Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Jr, 9701 Bachman Road Established 1973 507 State Road 52 1123 Miller Road FL 34669 I Valrico, FL 33594 -. Orlando, FL 32824 www.RJKlelty.com Judson, 2, 863 5486 1813 661.0707 407-855-2636 State License ft CF-0O20 2 Page: 1 OR.J. Ki ELT 1 2roposal No: 717-13533 PLUMBING • HEATING - COOLING Proposal Date: 712612017 Drepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly -1827 Lake Mary FL 32746 lye Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 31ayment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days kil materials guaranteed to be as specified. All vrork to be completed in a workman Ike manner according to standard practices. Any alteration or deviationandwillbecomeanextrachargeoverandabovetheestimate. AllaromspecificationsbelowInvolvingextracostswillecutedonlyuponwrittenorders, agreements contingent upon strikes, acrid r del- be our control. Owner to J fire, tornado, and other necessary insurance. Our workers are overed by worker's compensation ins ce. 'IC .% ully AUTHORIZED SIGNATURE: THIS ROPO L MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 D YS. We hereby submit specif call and rmates for: Master Balk Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve1Shower 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moon Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 80x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box t Dishwasher Hook Up Utilities 1 Wesher Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling included For Sewer & Water Only (Slab Backfflling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per loot 40' Water Allowance; Additional $3 per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after 0 days. Any sewer taps deeper than 4 1/2 feel or requires backhoe or dewalering will be an extra charge. SIGNED: wYl DATE OF ACCEPTANCE & PAGE 2:/ Branch: Hudson t Edit By: Last Edit Date: 7/27/2017. CITY OF SANFORD BUILDING & FIRE PREVENTION D AUG 2 12018 PERMIT APPLICATION Application No: Documented Construction Value: $ 4,462.00 Job Address: 2617 Green Swallow Way Historic District: Yes No X Parcel ID: 17-20-31-502-0000-2390 Residential X Commercial Type of Work: New R 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: srodriquez@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 Marv. FL 32746 Name Enerqy Air Inc (Robert Kulp) Street: 5401 Enegry Air Ct Contractor Information Phone: 407-886-3729 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5'h 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 regul ' ' g,constructiofl and zoning. Signature of (timer/Agent Date Print O%,,ner/Agcm's Name Signawre of Notary• -State of Florida Date 8120 18 Signature ol'Cnntractor/Agent Dale Robert Kulp Print Cuntractur/Agent's Name Signature of Notaryy-State of B/20/i8 Notary Public State of Florida Sarei Rodriguez My Corn isslan GG 147034 a C Expires10I01/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is '-So( Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application Job #: 34679 145972 WORK ORDER Date: 1 /26/2018 Subdivision I Phase I Bid I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: ham Preserve 239 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: r261 Green Swallow WaCITY/STATE/ZIP: Lake Ma , FL 32746 City / State / Zip rd FL 32773 Model/Bld : S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a Job Contact: S Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 Qty 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 JZD6 B Pass Damper #2 JZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped StI. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 2.20 27.72 Rou hin 2,196.00 21.78 326.7004-Installation Labor 06-Piping Labor 6.75 114.75 Trim 2,196.00 14-Kitchen Vent Trim 1,103.0802-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.23 15.54011-Delivery Labor 20-Pull Material Labor 2.47 31.07 Total Contract: 4,462.00 2.501 42.5012-StartupLabor Certificate of Product Ratings AHRI Certified Reference Number: 9162305 Date : 08-06-2018 Model Status : Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handier): F84CNP030L 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 ANSUAHRI 210/240 with Addenda 1 and 2. Performance Rating of Unitary Air -Conditioning & Alr-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent. third party testing: Cooling Capacity (A2) - Single or High Stage (95F). btuh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (1-112) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 t'Active Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced'Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT Is still selling or offering for sale. Retinas that are accompanied by WAS Indicate an involunlary re -vale. The new published ralino is shown alona with the previous li.e. WAS) retina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certlllcate and makes no representations. warranties or guarantees as to, and assumes no responsibility for. the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridlrectory.org. TERMS AND CONDITIONS® This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part. be reproduced: copied; disseminated; A" A, entered Into a computer database; or otherwise utilized. In any form or manner or by any moans. except for the user's Individual. personal and confidential reference. AIR-CONDITIONING. HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.nhridirectury.org. click an *Verify Certificate' link waL.• lire 1,<rt„r.. and enter the AHRI Certified Reference Number and the date on which the certificate was issued. which Is listed above. and the Certificate No., which Is Ilslcd At bottom right. 2018Air-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 239 - 1827 UL Builder Name: Starlight Homes Street: 2617 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 (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft' b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1909.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1909.00 ft' 6. Conditioned floor area above grade (W) 1909 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 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. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.084 Total Proposed Modified Loads: 57.19 PASS Total Baseline Loads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and TOE SrgT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance-:, r + O withtheFloridaEnergyCode. C• llrrlr"'•, s1`:il'c.r.a3PREPARED BY:L5Ak L,mrvd Before construction is completed 8 DATE: it bim this building will be inspected for O 1 ii compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. C with the Florida Energy Code. t OD WE OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNETlICC 380, is not greater than 0.030 on for whole house. 1/ 18/2018 11:35 AM EnergyGauge® USA - FlaRes2017 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 . . . . . 18-00001399 Date 8/23/18 Property Address . . . . . . 2617 GREEN SWALLOW WAY Parcel Number . . 17.20.31.502-0000-2390 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073246 Permit pin number 1073246 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 . . . . . 18-00001399 Date 8/23/18 Application pin number . . . 991090 Property Address . . . . . . 2617 GREEN SWALLOW WAY Parcel Number . . 17.20.31.502-0000-2390 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 263152 Application desc NOC on file Owner Contractor STARLIGHT HOMES FLORIDA STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 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 2462.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073246 Permit pin number 1073246 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/23/18 Valuation . . 4462 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 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1017.00 02-CURB CUT/DRIVE - S/F 40.00 O1-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. 4- 1. CITY OF SFORD AUG 2 3 4&IT APPLICATION tBUILDING DIVISION Application No: Documented Construction Value: $ 51,000 Job Address: 2617 Green Swallow Way Historic District: Yes No[M Parcel ID: 17-20-31-502-0000-2390 Residential 7-1Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32773 Name Brandon Gibbs Street: 146 W. Plant Street, Ste 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Resident of property?: No Contractor Information Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/ Engineer Information Phone- Fax: E- mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date-. 61 Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entitles 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 1CC Valuation Table in effect at the time the permit Is Issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction 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. 8/23/18 Signature of Owner/Agent Date Signature of Contractor/Agent Date: Brandon Gibbs 3 Print Owner/Agent's Name Print Contractor/Agent's Name 8/23/18 it Signature of Notary -State of Florida Date Signature of N St of Florida Date g - Owner/Agent is Personally Known to Me or Contractor/Agent is %/ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ENVIRONMENTS FOR //,;,; t3TI SITE ID: 425940 LOT: 239 BLOCK HOUSE: 2617 STREET: GREEN SWALLOW WY CfTY: SANFORD STATE: FL ZIP: 32773 COUNTY: SEMINOLE ACCOUNTS: 909STAFL BUILDER: STARLIGHT HOMES SUBDMSION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10118/1017 PROGRAM: HERS(100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2517 GREEN SWALLOW WY, SANFORD. FL 32T73 LEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revelle DATE: 12/132016 TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Attic Access Panel (fully gaskelod and Insulated X 5.2 Anic drop -do" Stair(fully asketod and Insulsted X 5.4 Recessed UghlIng Fixtures (ICAT labeled and asated to drywall) X 5.5 Whole -house Fen Insulated gaskated to the opening X 7.3 Fresh air vantiiadon Installed per pmgrams cs X Blower Door BD T n BD Actual Room Praesum Tact BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SQ. CODE SHELL S(X N 0' WA 16,991 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 50 CODE ACH 60 PROGRAM of Shell CODE at She" 0 11.982 7 1.485 5.24 Mew# Mst Bdrrn 0 Bdnn 2 0 Bdrm 3 0 Bdrm 5 0 Rm 1 0 Rm 3 0 Omer 0 Bdnn 4 0 Rm 2 0 CO Deteet m EnsW Stu Qualified AppiWwm7 Eltiderd LWrdng Pacimp? X 60 or Of Hardwhed Lights Must Be CFL Or LED X Low Flow FauosM To9eb aft? X Programmable ThamwetW X Certified Green Program Level Requim Vlaual Impectlon MerhenhJ Systwn Ibm Location Manufadairw Name Model M1 Model #2 Model 03 Model Y4 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 60 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM 1 MVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT INTERIOR CARRIER F84CNP030 PUMP SYSTEM 2 FURNACE SYSTEM 2 FNAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC ANU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 OUTDOOR UNITSYSTEM HVAC 4 C INDOOR COIL SYSTEM 4 C AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT -VALUES COMMMENT 0OFBEDROOMS 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 Dave Revae DATE 121131201E BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRIF YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY E LOCATION PRIF INFILTRATION HOUSE LKG ACH REM NA H : 5.24 CI : 5.24 ACH 50 Poseats FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL N REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION N OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY 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 % CFL'S PRIF INTERIOR % OF LED'S PRIF INTERIOR % PIN -BASED PRIF EXTERIOR FIXTURES % OF CFUS PRIF EXTERIOR FIXTURES % OF LED'S PRIF GARAGE FIXTURES % CFL'S PRIF GARAGE FIXTURES % 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) INA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER Dove Rovelle DATE 121131201E TOTAL CONDITIONED FLOOR AREA 0 1.E27CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET 1 0.00% 1 E.00% TOTAL DUCT LEAKAGE %TARGET 0.00% 1 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1.827 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 145 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 30 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 1.54% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (%OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: DUCTBIISTER RESULT: PASS TESTER DmRmlle DATE 12113201E CFM25) TARGET Imi (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25)TARGET 0 (CFM25)ACTUAL (% OF CFA) ACTUAL = imiSYSTEM4TOTALDUCTLEAKAGEm7mSYSTEM4TOTALDUCTLEAKAGESYSTEM4TOTALDUCTLEAKAGE(% OF CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL BUILDING SPECIFICATIONS BUILTD ING,CHNM-MRIS TICS AS DESIGN • VALUEB AS BUILT - VALUES COMMMENi DUCT LEAKAGE TO OUTSIDE REM NA 0.01E.CFM256CFA TOTAL DUCT LEAKAGE REM NA 0.12 CFM25l CFA FLOW RING PRIF FINAL BOUNDARY SURVEY In t° 0 fn , N m •`- o II CL o m a CENTER LINE? v N o e l PCP m_01V o i7> C01 o to I GJ O 00 Iw zw UBuilding Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' Side Street = 25' a a rcr — roof cqui men' LEGEND: ADUSSO—Access/Drainage/Utilities/Sidewalk LB —Licensed usiness BFP— Bockflow Preventer Siht Distance Easement 9S — Survey PRM—Permanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L —Florida Power do Light P — Plat FFE —Finish Floor Elevation D. . — Deed Book Water Meter O. R.—Official Records Book N—Water Valve P. B. —Plat Book YJ—Fire Hydrant Pg.— Page RCM —Reclaimed Water Meter Elev. — Elevation RCD4—Recloimed Water Valve Conc. — Concrete Cable Box BP — Brick Paver ill —Telephone Box SW — Sidewalk E)—Electric Box FFE— Finished Floor Elevation O—Utility Pole CI — Curb Inlet Guy Pole GTI — Grate Top Inlet Light Pole P. U.E.—Public Utility Easement Guy Anchor RCP — Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride 0 —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 do DISK XVC4—Irrigation Control Valve P. K. —Parker Kolon Nail p —Sign SIR — Set 1/2' Iron Rod LB7768 WD4—Gate Water Valve SPKD — Set P.K. & Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 I'• —Existing Grade F1P — Found 1 /2" Iron Pipe LB7768 C1—Blow—off Valve FPKD— Found P.K. Nail do Disk LB7768 ----Drainage Flow Direction FCM — Found 4'x4' Concrete 1.0.0 —Proposed Design Grade Monument PRM LB7778 10. —As—Built/Existing Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. I XWV WYNDHAM PRESERVE LOT 239 PB 81, PG 93) S 89'43'03" W 391.64' GREEN SWALLOW WAY 50' RIGHT—OF—WAY CIN ( PRIVATE ROAD) i i SIR 28. 0' I I I I I I I I I 28. 0' A/ C FIR CONCRETE SIDEWALK N89' 43'0, WGD WM CONC 13. 3 M) RX, X 5. 7 CONCRETE _ DRIVEWAY 16. 0' z_ n ; 9 m x 1 STORY V Iq RESIDENCE Go 5 in 2617 GREEN SWALLOW z K WAY a FFE= 24.70 289. 14' I/ r 3 PCP rLo o ID o rri 0 N 0 z SMGD — — I 1 10.5' CO O' L to i 39. 0 10.5' PATIO w ; 10. 0 O1 LOT 239 a' N AREA = 8,778 S.F. +/- N SOUTH BOUNDARY LINE 77. 50' S89043 1111v I I LOT 248 iQx— — —— W n O r vJQ1 F/ R CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 25.00' 090'00'00" 39.27' 35.36' N 44'43'03' E SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and Is subject to title review and/or abstract. GeoPolnt Surveying, Inc. makes no representations or guarantees pertaining to easements, rights — of —way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. LOT 240 LOT 247 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-07658. in Flood Zone X' DESCRIPTION: LOT 239, 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 Maitland, FL 32751 Thiscertifiesthatasurveyofthehereondescribedpropertywas 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 do Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 4 7, Florida Statutes. GeoPoint Surveying, Inc. e Leviner LS6915 Drawn: RCA Checked: JDL P.C.: Data File:BrIsmEast-Plat RIDA PROFESSIONAL SURVEYOR do MAPPER No. ..............5 Date:12/ 14/18 Dwg:BrbeonEmt-Lot239 Order No.: ^ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: RAISED SEALOFAFLORIDALICENSEDSURVEYORANDMAPPER