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Home My WebLink About3768 Night Heron DrCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000002 BUILDING PERMIT NUMBER: 18-10000002 DATE a33 L January 02, 2018 11q UNIT ADDRESS: NIGHT HERON DR 3768 17-20-31-502-0000-1090 TRAFFIC ZONE:022 JURISDICTION: 705.00 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: 5,000.00 ADDRESS: 00 APPLICANT NAME: STARLIGHT HOMES 00 ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: CITY-SANFORD68SPECIALNOTES: HERON DRIVE/ WYNDHAM PRESERVE LOT 109 SFR DETACHED NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENT FEE BENEFIT RATE UNIT TYPE DIST SCHEDRATEUNITS CALC UNIT TOTAL DUE TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS N/A 705.00 FIREnRESCUEmily Housing .00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unitSCHQOLSCO 54.00WIDEORD Single Family Hou7ing 5,000.00 1.000 dwl unitPARKS 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDNGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IAPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW COPIES OF RULESEGOVERNINGSAPPEALS MAYBE LAND DEVELOPMENT OREREREQUESTED, FROM THE PLAN IMPLEMENTATION 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 THE COUNENT TY UILDINGYPERMIT ONUMBEREATOTHERI.OP LEFTOOFDTHISESTATEMENT. ISSUEDSWITHINM660CALENDAR DAYS OFLTHEIRF EAC EIVINGISIGNATURE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. i Revision Response to Comments 1,7-- l' Permit # S Project Address: Contact: Q LCT 1 aQ City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 3— (3— 19 Ph: uD= Fax: / Email: l r\ S --or l h-i' h Trades encompassed in revision: B lding Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building CITY OF SANFORD FIRE DEPARTMENT t ( l Building &Fire Prevention Division P LAN REVIEW COMMENTS Application Number: 18-285 Date: 03/07/2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3768 Night Heron Dr Contact Email: Shayne.Many-el(a)starlit<hthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies of affected Plan sheets and/or supplemental information as requested/ Permit submittals will not be accepted without two copies. COMMENTS: 1. The truss layout truss ids on the plans, Sheet S3. 1, doesn't match the truss engineering package or the truss placement diagram from the truss manufacturer. All truss id's must match. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings wills lire plans examiner to discuss comments will require an appointment, arranged by Phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 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: 3768 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1090 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 WPositi2iOiOi7iFiliRiMiiadioipti&on =finished floor elevation 24" above BFE (Ordinance 4360) 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: FE -11 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# 18-285 Reviewed by: Michael Cash, CFM Date: January 8, 2017 MAR 2 0 n1 CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: Documented Construction Value: $ I e - 2-i'6 526 Job Address: a -r` ` -e- Historic District: Yes No Parcel ID: v Residential E] Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: I It a,b. Zir S.G.2- ,-; ,(a'e- li,Lc I {au;l cv, - l'r IUB Plan Review Contact Person: pic-4 % =T b b u I'-( '°-,- Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name k -i e l t; LA *-I-b Phone: 7:) Z 1- 2`-1 3 - 3 . Street: t 6 cx 1^ ^" Fax: L y v ' 1-i 4 28- City, State Zip: C rl 4.nd- State License No.: Cmc G 2-0-3q Z Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUS BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TOO AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installati has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constrt ction 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 Sball be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Cod 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 I e found in the public records of this county, and there may be additional permits required from other governmental entities such as wat r 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 requir dinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittil. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, it accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction volt e 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 wI be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contract - s -N j—Y-t>r Signature of Notary -State of Florida Date Signature of Notary -State of Florida PAT WS1 MY COW-IISS19N Y FF 1209D4 r•, dEXPIRES: Atbust25, 2018 8M dedTIWNo1 Pubk1Jnderwrb Owner/Agent is Personally Known to Me or Contractor/Agent is `X Personally Known to Me 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 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONCNG: ENGINEERING: CONLMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: June 30, 2015 CITY OF SA ORD BUILDING & FIRE PREVENTION D DEC Z 8 Zt PERMIT APPLICATION Application No: — Z&S Documented Construction Value: S R53• Job Address: gcYpn Dr;ve, Historic District: Yes No Parcel ID: 17-20-31-502-0000- 169 p Wyndham Preserve Lot 101 Residential ® Commercial Type of Work: New ® Addition Alteration El Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 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 - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: P Edition (2014) Florida Building Code Revised: lune 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 bedone in com nce wit II -applicable laws regulating construction and zoning. X15 a- Issj(- ature ,mer/ t Date Sign rftCdpyagt*tlt ptaS Date fw6 ' l 1 Y f1Cl Print Owner/Agent's Name slch,oe no -Q q 5 I- gnature of No -State of Florida Date Sheyne Mange s NOTARY PUBLIC STATE OF FLORIDA omrno GG`l1/2021 3111 Owner/Agent 1 t; PSB al yKnown to Me or Produced ID Type of ID Print C ntractor/Agent's Name S;;;S" --hq (R )S I-- Signature of No -State of Florida Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comp mfl113111 Contractdi9 Jent r0&'S N8i8Qamy Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building & ' Electrical &1' Mechanical[@' Plumbing® Gas[] Roof Construction Type: N!pS Occupancy Use: ,IZ 'S Flood Zone: x -y Total Sq Ft of Bldg: Z`551 Min. Occupancy Load: 12 # of Stories: \ New Construction: Electric - # of Amps (!J Plumbing - # of Fixtures ( 7 Fire Sprinkler Permit: Yes No W # of Heads APPROVALS: ZONING a UTILITIES: COMMENTS: ENGINEERING: If'1i c I—6-W(S FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 37. 5"/o i mp- 1lioot CTL Fire Alarm Permit: Yes No 0 - WASTE WATER: BUILDING: 5r— 5-142% Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1Sc- BUILDING PERMIT MinMinMaxInspectionDescription 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 REVISED: June 2014 Address: -1--WR ->ir—ckzr 4kzp.j EE"CT-' AC P=Eitivii'I'S'-ii.` _:.`. _-: _ t •,>::'' _ 'a.:r za` Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Plumbing Final IITMECIIANICL .0,T- Min Min Max Inspection Description 10 Min Max Inspection Description 10 7 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final IITMECIIANICL .0,T- Min Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ ICS -- Z&S Documented Construction Value: S 1 J Cl O—T Job Address: ycYyn r;ver Historic District: Yes No ID Parcel ID: 17-20-31-502-0000- l o9 6 Wyndham Preserve Lot 101 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kurp 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, welts, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of tbat'date: 5iD Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 win bedone in com nce wit fl -applicable laws regulating construction and zoning. C1 I Z l 1--4- —A— q I s I I --)- ture er/ nt Date sign t gptsaIt VftataS Date vk-"V, Print Owner/Agent's Name A 5 I Vgnature of No -State of Florida Date Shayne Mange NOTARY PUBLIC 0 ..STATE OF FLORIDA r, omm# GG113111 tre 612112021 Owner/Agent IS^'c PtPr3 na ly Known to Me or Produced ID Type of ID Print tractor/Agent's Name I-- Signature of No -State of Florida G Date pR Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm#G113111 Contract eent IfiX's QY H8ilgmy Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 0 '' WASTE WATER: ENGINEERING: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application a . n o Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & FtiO1;;D 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 Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or ; sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the xnvo haYabelow, size and location of the existing right—of-way and use shall be provided or application could be delayed, Call b.tbreroeda 1. Project Locatlon/Address: J7 (o ni i .h l' %Ae1 o nsL . E)ar 6y—. t F I—• 3 Z 3 2. Proposed Activity: CgDriveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: C 6n_'sr r-. c+-a n [ ?rri ..A SG -1L. This applicationis submitte Pmpertyowner. John Reny Signature: Print Name: Address: 10 toy+`> pp ,Yep S.ai}, - - rY V 371 Phone: — Okol Fax: L"3—(641-0100 Email: Date: i,-.Z,to -17 M rn4nnenra Dnenrineiadlte:nerrnde. miC, m#,. . *-%%4-si •c - 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 sold Installatlonflmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, slormwater 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 Requestora expense and, If necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City. Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all Ilabllities, claims, penalties, demands, sults, 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 a",eolanV the above statement and by signing this application I agree to Its terms. Signature: ThliFpermlt shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Oficial Use Only Fee: Date: Date: Date: Date: Date: november 2015 ROW Use DAvwmy.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name:_ Wyndham Preserve -Lot l09 Project Address: 3"110 '% Q i ^h} Nkv6nDSenford FL 32771 Building Permit #:, Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 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. Print N Own? Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # EX61C rbroc k Print Name of El. Contractor ignature of EI. Contractor EC 0 030gr fl El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ Rev. 02/10115) LEMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 12` • a.1-11 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): 5d' The specific permit and application for work located at: 3^I to$ N i 15m T) r ':Sa ndl),rd V (Stmt Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC152234 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoi g instrument was acknowledged before me this '8a of ( C, Y 200 l3- , k Robert Willets who is o personally known to me or' who has produced as identification and who did (did not) take an oath. tar 4'OV Mangei NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111i90Expires6/21/2021 Rev. 08.12) Notary Public - State of Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY:YName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Sults 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT Stats of Florida 1111111 Ilill Ilili IIIII 11111 IIIII II II IIII GRANT MALOY, SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER BK 9043 P9 1513 (1p9s) CLERK'S & 2017131005 RECORDED 12/23/2017 12:13:50 PM RECORDING FEES $10.0o RECORDED BY tsmith County of Seminole Permit Permit Number. Parcel ID Number. 17-20-31-502-0000- 1 O 90 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY. (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot 109 uut ca5. 5 Ito -6 N iPk-,,-on r V t t Sg rL O red Lr 24014 -to 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 Cf other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienot'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) z,.,,; , y VITIMMrr: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under pe Itis of erjury, l declare that I have read the foregoing and that the facts stated in K are truetothebestfndgeandbelief. t" - NJ Over gnauve owner's Printed Name ~ Flodda Stable 713.13(1xg): • The owner must sign The notice of commencement and no one sin may be permitted to sign in Ns or her stead.' R.7 b ofte I /i0 'e _ } , Sta'+ 4 r > ...;: r• y Q VCountyof jj \ o ZiaTheforegoingInstrumentwasacowiedgedbeforemethisfdayof_ I( Z i- C) O by / r , Who Is personally known to me u i; Name of person making statement OR who has produced IdentHication type of Identification produced: uxc • W Sheyne Mangel Lam. NOTARY PUBLIC °; g ci STATE OF FLORIDA Notary Slgnaune Commit GG113111 Expires 6/21/2021 W, FORM R405-2014 RECOO CONY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 109 - 1769 TL Builder Name: Starlight Homes OLDiN0 Street:N. J-cnr On,. State, Zip: Permit Office: $,ni I ou_nty a17 ' L " City, Sanford, FL, 3 73 Permit Number: S4.d.•T 7 1-1 RD Owner: Jurisdiction: Design Location: FL, Sanford-' County:: Seminole (Florida Climate Zone 2) 0,, G ' 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft' 6. Conditioned floor area above grade (ft) 1769 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 6 353.8 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: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft= None c. WA R= ft' 15. Credits Pstat Total Proposed Modified Loads: 53.73 Glass/Floor Area: 0.091 PASSCSa17TotalBaselineLoads: 56.03 1 hereby certify that the plans and specifications covered by Review of the plans and 111HE STAT this calculation are in compliance with the Florida Energy specifications covered by this 01 Code./ calculation indicates compliance j // 6-l n a with the Florida Energy Code. PREPARED BY: Before construction is completed a `>>. v DATE: U1711,7 this building will be inspected for 0 1 JI compliance with Section 553.908 I ° o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy -node. COD y rE'i v OWNER/AGENT BUILDING OFFICIAL: 6 DATE: UDATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 10:17 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 109 -1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 109 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft' 0 0 1 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1978 ft= 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type Under Attic (Vented) Main 30 Blown 1769 ft' 0.1 Wood 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 WALLS N QMt Adjacent Space Cavity Width Height Sheathing Framing Solar Below TA Wall Type 1 2 3 4 5 N W S E W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 59 5 9 4.1 18 6 9 4.1 75 3 9 4.1 38 1 9 13 35 3 9 4 554.6 ft' 0 0 0.6 4 172.7 ft' 0 0 0.6 4 702.3 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 329.0 ft' 0 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U -Value Width Height Ft In Ft In Area 1 2 E Wood Main N Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Omt ID Frame Panes NFRC U -Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low -E Double Yes W 2 Vinyl Low -E Double Yes S 3 Vinyl Low -E Double Yes E 4 Vinyl Low -E Double Yes E 4 Vinyl Low -E Double Yes 0.58 0.25 0.34 0.26 0.34 0.26 0.34 0.26 0.34 0.26 41.0 ft' 11 ft 10 in 1 ft0 in None 30.0 W 1 ft 0 in 1 ft0 in None 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 10 ft 0 in 1 ft0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410 ft' 410 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 dm 0.75 1 sys#1 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft= DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[)) Jan Heatin(X] Jan Feb Mar X] Feb Mar wAprr ir Jun [[XX]] Jut [X] Au My Jun () Jul [ ]Aug im: ri X] Se Sep E Oct Oct MNovNov Dec Dec Ventin [[ ]] Jan Feb X Mar Ma Jun [[ J) Jul [ ] Au l 1 Sep x Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pum 1 -Central Unit 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. Sanford, FL, 32773 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 012) 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: New (From Plans) 9. Wall Types Insulation Area a. Electric Heat Pump a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 Single-family b. Frame - Wood, Adjacent R=13.0 329.00 fl 1 c. WA R= ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1769.00 ft' 1769 b. N/A R= ft' Pstat c. N/A R= ft' Area 11. Ducts R fl' 120.00 ft' a. Sup: Attic, Ret: Main, AH: Main 6 353.8 41.00 ft' 12. Cooling systems kBtu/hr Efficiency fts a. Central Unit 30.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 5.436 ft. 0.257 Area 14. Hot water systems Cap: 50 gallons 1769.00 ft' a. Electric EF: 0.95 ft' b. Conservation featuresfta None 15. Credits Pstat 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: Q, `-h/1 Date: 7:1' Address of New Home: O I,- City/FL Zip: Q. Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 109 -1769 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 109 - 1769 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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: 6/17/2017 10:17 AM Where required by the code official, testing shall be conducted by 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: 0 TI4E ST,g EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 109 - 1769 TL Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: D4'CNE STgl coD WE 6/17/2017 10:17 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 e Project Summarywrightsoft Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone 407-886-3729 Email: GRenner(denergyair.com Web, wmv.energyair.com For: Lot 109 - 1769 TL, Starlight Homes Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17937 Btuh Ducts 1576 Btuh Central vent (57 cfm) 1620 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21133 Btuh Infiltration in H2O Space thermostat Method Simplified Backup: Construction quality Semi -tight Fireplaces 899 0 He1756 Co1756olin Area (ft2) Volume (ft') 16375 16375 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 71 38 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating Input Inside db 75 OF Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Space thermostat 7150 Btuh Backup: 28600 Btuh Input = 6 kW, Output= 19028 Btuh, 100 AFUE Job: Starlight - Wyndham Date: 4114/2017 By: Plan: 1769 S Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 16281 Btuh Ducts 2396 Btuh Central vent (57 cfm) 1105 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19782 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 231 Btuh Central vent (57 cfm) 1697 Btuh Equipment latent load 3859 Btuh Equipment total load 23641 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Capacity balance point = 37 OF Bold/!tale values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 ACCK ... Specific\Wyndham Preserve\Lot 109 - 1769 TL.rup Calc = W8 Front Door faces W 2017 -Jun -17 10:09:26 Page 1 Manual S Compliance Report Job: Starlight - Wyndham wrightsoft' P Date: 4/14/2017 Entire House By: Energy Air, Inc Plan: 1769 S 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner(8energyair.com Web: www.energyair.com For: Lot 109 - 1769 TL, Starlight Homes Sanford, FL 32773 Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Cooling Equipment Actual airflow: 899 cfm Design Conditions Sensible capacity: 20104 Btuh 102% of load Outdoor design DB: 92.6°F Sensible gain: 19782 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.9°F Latent gain: 3859 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 23641 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 156% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2 OF Heat loss: 21133 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 135% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 90% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017 -Jun -17 10.09.26 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCK ...Specific\Wyndham Preserve\Lot 109 - 1769 TL.rup Calc = W8 Front Door feces: W wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Cl. Orlando. FL 32810 Phone: 407-886-3729 Email, GRenner®energyair.com Web: www.energyamcom Project• • For: Lot 109 - 1769 TL, Starlight Homes Sanford, FL 32773 Job: Starlight -Wyndham Date: 4114/2017 By: in H2O Plan: 1769 S Supply Branch Detail Table Name Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.187 in/100ft 0.187 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) Ox 0 VIFx 150 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1044 48 27 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 h 1370 63 51 0.197 5.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3580 165 152 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 e12 -A c 155 1 7 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer h 1382 64 63 0.344 5.0 Ox 0 VIFX 11.5 70.0 kit-din-fam C 2406 93 116 0.191 7.0 Ox 0 VIFx 26.8 120.0 stl kit-din-fam-A C 2406 93 116 0.195 7.0 Ox 0 VIFx 23.9 120.0 stl kit-din-fam-B c 2406 93 116 0.255 6.0 OX 0 VIFx 4.8 105.0 lawn c 1050 20 51 0.356 4.0 Ox 0 VIFx 8.7 70.0 m bath h 964 44 33 0.195 4.0 OX 0 VIFx 23.5 120.0 st2 m bed h 3478 160 135 0.193 7.0 OX 0 VIFx 29.8 115.0 st2 VAC h 1175 54 33 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Supply Trunk Detail Table i Bold/Italk values have been manually overridden 2017 -Jun -17 10:09:26 wrightSOW Right -Suite® Universal 2017 17 0.08 RSU17013 Pape 1 ACC >,, ...Speclfic\Wyndham Preserve\Lot 109 - 1769 TL.rup Calc = W8 Front Door faces: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 186 232 0.191 524 9.0 0 x 0 VinlFlx st2 Peak AVF 259 201 0.193 586 9.0 0 x 0 VinlFlx st3 Peak AVF 277 237 0.187 627 9.0 0 x 0 VinlFlx Bold/Italk values have been manually overridden 2017 -Jun -17 10:09:26 wrightSOW Right -Suite® Universal 2017 17 0.08 RSU17013 Pape 1 ACC >,, ...Speclfic\Wyndham Preserve\Lot 109 - 1769 TL.rup Calc = W8 Front Door faces: W Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 0x0 899 899 0 0 0 0 Ox 0 VIFx 2017 -Jun -17 10:09:26 wrightSoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 LCCA ..Speck\Wyndham Preserve\Lot 109 - 1769 TL.rup Cele = W8 Front Door faces: W 0"! Level 1 Job M Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for. Page 1 Lot 109 - 1769 TL 5401 EnergyAir, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 2017 -Jun -17 10:09.37 w. Phone: 407-886-3729 . m 2017 -Jun -17 109 -1769 Tl.rup wwenergyair.com GRenner@energyair.com 1 '112" VTR JI I 2 "VTR ill I I I LAV I U I I I I I we 2 I 311 SHWR 2" I wM 311., o KIT AUTO VENT 1 '112" VTR I I 3.. I 2" I Qo TUB 0 N 0 0 2.. 3.. x.1'1 wC3ll 341 C/O W LAV 211 PLAN 1769 PLUNIBING RISER DIAGRAM p W LOT = o O vs N to PORCH = 43 SQ.FT. II 6N PATIO 109 SQ.FT. WALKWAY = t 9 SQ.FT IMPERVIOUS= N SOD = v OFF LOT AREA CALCULATIONS R/W 1,687 SQ.FT. o Z v ri) vma' 337 SQ.FT. SOD 255 SQ.FT. G O GTI–Grote Top Inlet v y N M j n 9,449 SQ.FT. 3P le aes WYNDHAM PRESERVE - LOT 109 ZONIN 1 DATE Ok to construct single family home with setbacks and impervious area shown on plan. 37 . S *lo i'rvip , 11(09 4awr-mt-T') eCL. PLOT PLAN WYNDHAM PRESERVE LOT 109 Proposed) LEGAL DESCRIPTION DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being moreV, e particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said wSection 17, run thence along the West line of the Northeast 1/4 of Intl' said Section 17, S.00019'09"E., a distance of 956.90 feet; thence N.89°43'03"E., a distance of 800.94 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 67.50 feet; thence N.89043'03"E., a distance of 115.00 feet; thence S.00016'57"E., a distance of 67.50 feet; thence S.89043'03"W., a distance of 115.00 feet to to the POINT OF BEGINNING. Containing 7,762 Square feet, more or less. DIIAIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. I r—POINT OF COMMENCEMENT NORTHWEST CORNER OF NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 11.0' WESTERLY UNE OF THE NORTHEAST 1/4 0 OF SEC 17-20-31 Z BASIS OF BEARING) 0 o c W bD y r T-Laoo') z-0 O it7 0 0 cocicil C 1 Ov in Ell n -Ct u, V) I Curlomo ZA c MA LN89-43'03"E 11 800.94' POINT OF -I-- BEGINNING 25.0' BUILDING LAYOUT NOTE: Contractor and owner ore 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. LOT 110 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 7,762 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE 410 SQ.FT. PORCH = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 37.5 g SOD = 4,850 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1,687 SQ.FT. APRON 114 SQ.FT. SIDEWALK = 337 SQ.FT. SOD 255 SQ.FT. TOTAL AREA GTI–Grote Top Inlet AREA 9,449 SQ.FT. DRIVEWAY = 646 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 5,105 SQ.FT. c A/C . r------ ------------- - PAD------------------------ 0, 33.3 23.7' 0 I PROPOSED; ., DRIVEWAY ; c i rrr–roof cque ment LEGE)VD:ADUSSD–Accese/Droino a Utilities Sidewalk9 / / LB–Licensed usiness BFP–Backflow Preventerght Distance Easement S Survey PRM–Pe/Sirmanent Ref. Monument R –Reported PCP–Permonent Control Point D –Description FP&L–Florida Power & Light P –Plot FFE–Finish Floor Elevation D.B.–Deed Book Water Meter O.R.–Official Records Book D4–Water Valve P.B.–Plot Book Yf–Fire Hydrant Pg.–Page RC®–Reclaimed Water Meter Elev.–Elevation RCD4–Recloimed Water Volvo Conc.–Concrete Coble Box BP–Brick Paver m–Telephone Box SW–Sidewalk El–Electric Box FFE –Finished Floor Elevation O -Utility Pole CI–Curb Inlet Guy Pole GTI–Grote Top Inlet Light Pole P.U.E.–Public Utility Easement F --Guy Anchor RCP–Reinforced Conc. Pipe OU --Overhead Utilities PVC–Polyvinyl Chloride 0–Storm Sewer Manhole NCS No Comer Set (Falls in Water) O–Sanitary Sewer Manhole SF –Square Feet OYHo –Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD -MAG NAIL & DISK XVD4-Irrigation Control Valve P.K. -Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR-Found1/2" Iron Rod LB7768 M" -Existing Grade FlP-Found 1/2" Iron Pippe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail & Dlsk LB7768 ^^*_-Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0 -Proposed Design Grade REVISIONS Description I Dote I Dwn. Ck'd I P.C. I Order No. PORCH 13.3 PROPOSED 1 STORY RESIDENCE 1769 HAWKING ELEVATION - T GARAGE - LEFT FFE= 28.0 O rrnv 1 1 w AREA = 7,762 S.F. t U!---------------------------------------------------- J 23.7' I 115.00' 589W103V E ' DRAINAGE P LOT108 4 ------------------------- I I SURVEYOR'S NOTES: PREPARED FOR 1. Current title information on the subject property had not ASHTON WOODSbeenfumishedtoGeoPointSurveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plana and ore 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 Pion is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) Jo es D. Leviner FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. .............LS691.55 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL N 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 I" DESCRIPTION: PROPOSED LOT 109, according to the plat of "WYNDHAM PRESERVE", City of Sanford, 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. Drawn: MTP I Checked:JDL I P.C.: Dato File:Bri,+sonEost-Plot Date: 7/01/17 Dwg: Bri =f=t-tot109 I Order No.: — IFF". CV J. — PALMER ELECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 1. HVAC LOADS INEC 2011 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER Q 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS INEC 2011 - 220.828)(I1- (41) KLCORD COPY CONNECTED LOAD 540 KVA BLOWER MOTOR CONNECTED LOAD 0.67 7.67 KVA 13.07 KVA 5.40 KVA 4.99 KVA 10.39 KVA RECOMMENDED SERVICE SIZE 150 AMPS LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA LAUNDRY CIRCUIT 1.50 1.50 KVA 1 DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 450 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(]) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 1 RANGE/OVEN (1) RANGE/OVEN (2) 7.20 12.00 12.00 4AI p v COOKTOP CIRCUIT 7.20 SUMMER KITCHENUENAIR GAS 1.50 I MICROWAVE CIRCUIT 2.50 250 KVA 0 JACUZZI TUB CIRCUIT 4.80 OSAW- 0 40 AMP CAR CHARGER 9.60 30AMPPOOL CIRCUIT 7.2060AMPPOOLCIRCUIT14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA IST 10 KVA (GENERAL LOADS) @ 100% 1000 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) INEC 2011 - 220.82(8)] 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 2032 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(A)) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical: 16.0 A'mp Electrical Diagram . 1,50 Amp Mairi 1;2-QV'rQ,40V RECORD COPY Typical 150 ;Amp Interior Panel 18-285A 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode PILaNc SANFORD AARTM Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WPO109 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0109 Model: 1769 Tampa, FL 33610-4115 Lot/Block: 109 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-]0 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 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 Enqineers Rules. No.Seal# Truss Name I DateNo. Seal# Truss Name Date 1 IT12671134 Al 12!7/17 118 1 T12671151 D1 12/7/17 12 I T12671135 I A2 112/7/17 119 I T12671152 I D2 1 12!7/17 1 13 1712671136 I A3 1 12/7/17 120 1 T12671153 E1 112/7/17 1 14 I T1 2671137 1 A4 1 12/7/17 121 1 T1 2671154'1 EJ3 112/7/17 1 15 1 T1 2671138 1 A5 112/7/17 122 I T1 2671 1 55 1 EJ5 112/7/17 1 I6 T1 2671 1 39 1 A6 1 12/7/17 123 17126711561 EJ7 112/7/17 1 17 I T12671140 1 A66 12/7/17 1 18 I T12671141 1 A7B 112/7/17 1 19 IT126711421 B1 112/7/17 1 110 1 T 126711431 BJ 1 112/7/17 1 111 1 T126711441 BJ3 112/7/17 1 112 1 T1 2671145 1 BJ5 1 12/7/17 I 113 1712671146 I C1 112!7/17 J 114 1 T1 2671147 1 C2 1 12/7/17 1 115 1 T126711481 CJ3 112/7/17 1 16 T1 2671149 1 CJ5 I 12/7/17 I 117 1 T1 2671150 1 CJ7 112/7/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 4 3 LDINc SANFORD F'OARI` 00% 1111111111111 1.0.. No CC= 0 STATE OF •: /` sS,ON A%- i%%% 1111111 Walter P. Rnn PE No.22839 Mrrek USA. Inc. R Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: 285%. December 7,2017 Finn, Walter l of l Job russ I russ Type oty Ply TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 712671134 WP0109 Al Common 11 1 BCLL 0.0 ' Rep Stress Incr YES I Job Reference lienal Budders FiretSource, Tampa, Plant City, Florida 33566 7.640 a Aug 16 2017 MTek Industries. Inc Wed Dec 06 16:47:47 2017 Page 1 ID:rfytRhmE Rah3zfiORgKYR9zPCPY-L4LOO?KZGGuqvOcEV_OaJbFxN000eMwNtO2hg5yBeNw 1-0 6.0.7 12.7.1 19-04 25-4-15 31-11-9 38-0-0 1 64.7 6-10 6.4.15 6.4.15 6.6.10 6-0.7 5x6 = 5.00 12 Scale . 1.65 7 3x6 = — ,. ,. 14 , o w ,c 3x6 = 30 = 4x6 = 3x6 = 06 = 30 = I 9.2-14 19.04 28.9.2 38-" 9.2.14 9.9.2 9.9.2 I 9.2.14 r Plate Offsets (X,Y)-- 12:0-3-0,Edpe1, 14:0-3.0,Edgel, 18:0-3-0,Edgel,110:0-3-0,Edgel LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.1 'Except' 13-15:2X4 SP No.2 WEBS 2x4 SPNo.3 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.2612.14 >999 240 MT20 244/190 Vert(TL) -0.6714-16 >665 180 Horz(TL) 0.16 10 We We Weight: 186 lb FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at mldpl 7.14,5-14 REACTIONS. (Ib/size) 2=1453/0-8.0, 10=1453/0-8.0 Max Horz 2= 116(LC 13) Max Uplifl2=-389(LC 12), 10=•389(LC 13) FORCES. (lb) - Max. Comp /Max. Ten . All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2932/1835, 3-4=-2677/1666, 4-5=-2595/1677, 5-6=-1 859/1272, 6.7=•1859/1272, 7.8=-2595/1677, 8-9=-2677/1666, 9-10=-2932/1835 BOT CHORD 2-16=-1 564/2641, 15-16=-1184/2173, 15-17=-1 184/2173,14.17=-1184/2173, 14-18=-1187/2173, 13-18=-1187/2173, 12-13=-1187/2173, 10-12=-1576/2641 WEBS 6.14=•677/1062,7-14=696/579,7-12=-189/513,9-12=-302/359,5-14= 696/579, 5-16=-189/513, 3-16=-302t359 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members, with BCDL = 1O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 Ib uplift at joint 2 and 389 Ib upllit at joint 10. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MiTek USX Inc. FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: December 7,2017 WARNING- Vofry design paramerors and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE KD4473 rev. 10011132015 BEFORE USE Design vdld for use only with Mllek® connectors lits design Is hosed only ul»n pmamoters shown. and Is lot an triclivicMA bolding component not a truss system. Before me, Oto btlldN dosignei must verity the oWIcablity of dosign pmameters and properly bicorpotote this ctoslpn Into the overall bullding design. Bracing Indicated Is to prevenl buckllrV of IndWuol truss web and/or chord members only Addlllonal lemporary and permanent bracing WOWIsclWoysiociliodforslaballyartatoprevenlCdlapwwithposdAepetsonuleilraycurdpropertydamage. For gonetat UtMkmo tw(1cudlnp the fatxtcallm storage, delivery, erection aril Lxacing of Otmes taxi Inn systerM seeANSI/rPI I Quality Criteria, OSB -89 and SCSI Su9dlng Component 6904 Parke East Blvd. Wei• Information owtiable born lit= Plate Insllkrle, 218 N. Lee Sheol, Stile 312, Alexoricklm VA 22314. Tempa. FL 33610 Job runs Truss ypetypry DEFL. in (loc) Vdefl Ud Vert(LL) -0.49 13.15 >915 240 Vert(TL) -0.97 13-15 >461 180 Horz(rL) 0.18 11 We n/a PLATES GRIP MT20 244/190 Weight: 189 Ib FT = 20°0 LUMBER- BRACING - Is always iwailied Ion stability and to prevent collapse wllh possible personal e,Itey and properly danage. Fa (fenetal gukfance neWding the Iabttcatlom storage, delivery, erection and txac111g of Inrsses and Inns systems, seeANSI/TPI I Quality Cdterlo, DSB-89 and SCSI Building Component TOP CHORD 20 SP No.2 712671135 WPOI OB ' ' A2 HD 2 I 1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1453/0-8-0,11=1453/0-8-0 Job Reference(optional) BuMets Festboume, Tampa. Plant Gtty, Honda 33566 r•o+u s Aug to eut t MIeF IaOVi11105. W._ uw. VO 10+I +o gw r r.V. , ID:rytRhmERah3zflORgKYR9zPCPY-pGvmELLCOaOhXYB03hXpsoo77uLFNrIX62nECXyBeNv 100 5-0 11 6 t0 I 170-0 21.0-0 26 56 I 32 6 0 38-" 9-0 10 Sfi-0 6 09 5.56 400 5.56 6-0 9 56-0 -0 Scale =1:68.3 5 00 F12 5x6 5x6 = 3x6 = " 11 16 15 3x6 = 30 = 4x6 = 30 = 30 = 06 = 30 = LOADING (psi) 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 FBC2014lrP12007 CSI. TC 0.58 BC 0.97 We 0.68 Matrix) Design valid tot use only with Ivttlelr® connectors. lnls deslgn Is based only upon patametens shown, and Is tot on Individual Ixtlding component, not DEFL. in (loc) Vdefl Ud Vert(LL) -0.49 13.15 >915 240 Vert(TL) -0.97 13-15 >461 180 Horz(rL) 0.18 11 We n/a PLATES GRIP MT20 244/190 Weight: 189 Ib FT = 20°0 LUMBER- BRACING - Is always iwailied Ion stability and to prevent collapse wllh possible personal e,Itey and properly danage. Fa (fenetal gukfance neWding the Iabttcatlom storage, delivery, erection and txac111g of Inrsses and Inns systems, seeANSI/TPI I Quality Cdterlo, DSB-89 and SCSI Building Component TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 2.2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1453/0-8-0,11=1453/0-8-0 Max Horz2=104(LC 16) Max Up11112=-377(LC 12), 11. 377(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1815, 3.4=•2791/1717, 4-5=-2676/1728, 5.6=-2011/1336, 6-7=-1806/1289, 7-8=-2011/1336,8-9=-2676/1728,9-10=-2791/1717, 10-11=-2982/1815 BOT CHORD 2-18=-1548/2674,17-18=-1223/2241. 16-17=-122312241,15-16=-842/1806, 14-15=-1226/2241,13-14=-1226/2241,11-13=-156312674 WEBS 3-18=-220/297, 5-18=-204/504, 5.16=-6461516, 6-16=-299/516, 7-15=-299/516, 8-15=-646/516,8-13=-204/504,10-13=-220/297 NOTES - 1) Unbalanced fool live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=O 18; MWFRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 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 psl 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 = 1O.Opsl. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 Ib uplift at joint 2 and 377 Ib uplift at joint 11 7) "Semi-rigid pitchbreaks wllh fixed heels" Member end fixily model was used in the analysis and design of this truss. ly 0 Walter P. Finn PE No.22639 Mi rek USA, Inc. FL Cert 6634 6904 Palk* East Blvd. Tampa FL 33610 Date: December 7,2017 O WARNING . Verrfy design pffWneters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M&7473 rev. 10OM15 BEFORE USE Design valid tot use only with Ivttlelr® connectors. lnls deslgn Is based only upon patametens shown, and Is tot on Individual Ixtlding component, not a suss syslern. Betone use, the bulldhV clesitlttet must vedty the applk:atAlly or design patanetens and ptopesly Incorrwtate Wits doslgn Into the ovetatl btAcM V design. Bracelg eWlcoted Is to prevent buCldltlg of Individual ma: web and/ot chord members only. Additional temporary and petnlanenl tracing MiTek' Is always iwailied Ion stability and to prevent collapse wllh possible personal e,Itey and properly danage. Fa (fenetal gukfance neWding the Iabttcatlom storage, delivery, erection and txac111g of Inrsses and Inns systems, seeANSI/TPI I Quality Cdterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SalNy Intormatlon ovaaable horn htas Rate tnstllute. 218 N. tee Sheet. Suite 312. Alexardda, VA 22314, Ternpa, Fl. 33610 Jobuse CSI. Truss Type oty Ply TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Verl(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 712671136 W POI09 ' A3 Hip 2 1 Horz( L) 0.19 9 We We BCDL 10.0 Code FBC2014/fP12007 Matrix) Job Reference (optional) Budden FuetSource. Tempo. Plant City. Fbndo 33566 r.e+u a Ault It, zvr r mr res inoustase. me tveo r,ec 06 1o:+r+v -I i ugo , ID: rMRhmE Rah3zf iORgKY R9z PCPY-HSS8RhMgnuBY9imddP2200KD7Hkm60ygLrXol_yBeNu 1 7 4-11 15 0 0 23.0-0 30.7.5 38-0.0 -0 10 7d-11 7.7.5 8.0.0 7.7.5 7-4-11 -0 V 0 5.00 F12 5x8 = 5x6 = Scale = 1:68.3 3x6 = 16 20 II 14 '• 13- 11 3x6 = 4x6 - 30 = 3x8 = 4x6 20 II I e 0 -7i to- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Verl(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ver1(TL) -0.54 13-14 >832 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz( L) 0.19 9 We We BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 185 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except' TOP CHORD Structural wood sheathing directly applied. 5.6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.7.12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14,5-13,8-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=145310-8-0,9=145310-8-0 Max Horz 2=-93(LC 13) Max Upl1112=-363(LC 12), 9=-363(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1756,3-4=-2232/1368.4-5=-2148/1390, 5-6=-1992/1363, 6.7=-2149/1390, 7-8=-2233/1368,8-9=-2952/1755 BOT CHORD 2-16=-1479/2641, 15-16=-1479/2641, 14.15=-1479/2641, 14.17=-965/1992, 13-17=-96511992,12-13=-1491/2641,11-12=-1491/2641, 9-11=-1491/2641 WEBS 3.16=0/314, 3.14=-718/570, 5.14=-165/502, 6.13=-164/502, 8-13=-717/570, 8.11=0/313 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extertor(2) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 Ib uplift at joint 2 and 363 lb uplift at joint 9. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 0 WARNING - Vedy design peremerere and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M67473 rev. IM302016 BEFORE USE Design will lot trse only with Wiek®connoclos. lhls design Is basod only upon panamotea shown. and is nor an trxllNdral building component. not o puss syslern. Below use. line Ixd,dlng deslgner must verify the ogxicalAlfy of design po cimetens and pnopoily Incortorcttw this design Into the ovwrall Mlldng design. Boring trxllcaled 11 to prevent txiclding of Individual tnis web aril/on chord members only. ACkAtlonal temporary and 1>e•manent tAocbg WOW k always nogn/red for slatAlty and to prevent collarxse with pow"e personal inpsy and properly darnoge Fon general gticksx:e reg cow the fabnicatlon. storage, detNoy, oeetlon cnd LitocIng of tnrses and truss systems, seeANSI/IPI I QuallM Criteria, DS"9 and SCSI Building Component 6904 Padre East Blvd Solely information ava9aMe nom Uri Wane trns9Me. 218 N. Lee Sheet. Sulto 312 Alexarxlrkx VA 22314. Tanga, FL 33610 Job Truss Truss Type712671137y 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL W P0106 M Hip 2 1 Code FBC2014lrP12007 Job Reference (optional) Builders FlrslSouree. Tampa, Plant Cly. Floi da 33566 7 640 s Aug 16 2017 Meek industries, Inc. wed Dec 0616 47.50 Lehr rage i ID:dylRhmERah3zfiORgKYR9zPCPY-mfOW f 1 MSYBGPmsKpA6ZHxDtROh3jrsnpZMGLHOyBeNt 1-0 7-0.1 13-" 18-0-0 25-0-0 30.11.15 38.0-0 -0 1 7-0-1 5.11.15 6." 6-" 5.11.15 7-0.1 -0 5x6 = 20 II 5x6 = Scale . 1:672 3x6 = — — " 12 „ 3x6 = 30 = 34 = 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 FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.1 -Except' 11-13: 2x4 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1453/0-8-0,8=1453/0-8-0 Max Horz 2=81 (LC 16) Max Upllfl2=-359(LC 8), 8=-359(LC 9) 3xB = 34 = 3x4 = CSI. DEFL. In (loc) Wait L/d PLATES GRIP TC 0.65 Vert(LL) -0.2712.14 >999 240 MT20 244/190 BC 0.84 Vert(TL) -0.63 12-14 >716 180 rxevenf 6 always regtlredl for stct Ally arxt to prevenl collcpse wBh possmlo personal him/ cxxl poperly donate For general gtklonco fegardbhg the WB 0.24 Horz(rL) 0.16 8 n/a n/a Tompo. FL 33610 Matrix) Weight: 180 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7.0 oc puffins. BOT CHORD Rigid telling directly applied or 5-0-6 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2891/1743, 3-4=-2635/1609, 4.5=-2407/1551, 5-6=-2407/1551, 6-7=-2635/1609, 7-8=-2891/1743 BOT CHORD 2-14=-1470/2601, 13.14=-1065 2118, 13-15=-1065/2118,12-15=- 1065/2118, 12 -16= -1068/2118,11-16=-1068/2118,10.11=-1068/2118,8.10=-1481/2601 WEBS 3.14_ 333/395,4-14=-259/529,4-12=-187/529, 5-12=-364/305, 6.12=-187/529, 6-10=-259/529,7-10=-333/395 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1; h=1 51t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone, cantilever felt and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 Wide Will fit between the bottom chord and any other members, With BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 Ib uplift at joint 2 and 359 Ib uplift at joint 8. 7) 'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6634 6901 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING - Vedly design penmerom end READ NOTES ON THIS AND INCLUDED eVrEK REFERANCE PAGE ND -7473 rev. 100=15 BEFORE USE, Design valkt for use only with Mnekb connectors. lnls derstn Is based Orly upon parameters shown. and Is for an hdlvkital IxAdhg component, not a buss system. Below use. the bt*c bKI designer must verity the aixAlcabelly of design "anheters and propetly Incorporale this design Into the overall building design. Brachg Indicated Is to budding of Individual Inas web and/or chord members only. Additional lomMary and permanenl Mactng WOWrxevenf 6 always regtlredl for stct Ally arxt to prevenl collcpse wBh possmlo personal him/ cxxl poperly donate For general gtklonco fegardbhg the 6004 Porke East Blvd. falxlcallon, sleage. delivery, eecllon and Ixcichg of Inrssos and IRM systems. soeANSI/TPI I Quality Criterb. DSS -89 and SCSI Building Component Tompo. FL 33610SolelyInformationavailaMohenImesRatebullMe. 218 N. loo Shoot. Sidle 312. Alexcwvjft VA 22314. Job Truss Truss Type Oly Ply PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Veri(LL) 0.25 13 >999 240 712671138 W P0109 AS Hip 2 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 8 rVa We Job Reference (optional) Builders FuslSource, Tampa, Plant Coy, Fbnrdo 33566 7.640 s Aug 16 2017 kbTek Industries. Inc Wed Dec 06 16:47:512017 Page 1 ID:rtytRhmERall3zfiORgKYR9zPCPY-ErausNN4JVOGO?v?kp4 W URPZXSQ?aCezoOOvpsyBeNs 52.3 It-" 19.00 27-0.0 32.9.13 38-0-0 0 1-0• 5.2.3 5.9.13 8-0.0 e-0.0 5.9./3 5-2.3 -0• 5x8 = 5.00 F2 20 II 5x8 = Scale . 1:67.1 3x6 = 16 15 " 13 11 10 3x6 = 2x4 11 34 3x8 = 30 = 2x4 11 30 = 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Veri(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.61 11-13 >735 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.19 8 rVa We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 188 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 4.6: 20 SP No 1 BOT CHORD Rigid ceiling directly applied or 4.9.11 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1453/0-8-0, 8=1453/0.8-0 Max Horz 2=-70(LC 13) Max Upllft2=-379(LC 8), 8=-379(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1750,3-4=-255811521, 4-5=-287211786,5-6=-287211786,6-7=-2558/1521, 7-8=-3001/1749 BOT CHORD 2-16=-1490/2691,15-16=-1490/2691,14-15=-1 167/2314,13-14=-1167/2314, 12 -13= -1171/2314,11-12=-1171/2314,10-11=-1507/2691,8.10=-1507/2691 WEBS 3-15=-420/361, 4-15=-88/391, 4-13=-372f775,5-13=-493/423,6-13=-372/775, 6.11- 88/391, 7.11=-420/361 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140Mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extenor(2) zone; cantilever left and right exposed; end vesical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 [all by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 379 Ib uplift at join[ 2 and 379 Ib uplllt at joint 8. 7) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert OU 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNING • Vorfly d"n peromotero and READ NOTES ON THIS ANDWCLUDEO MIrEN REFERANCE PAGE MO -7473 rov. IWV32015 BEFORE USE Design valid for use only with Met* connectors. Ihis design Is based only upon paramelers shown, and Is lot an Indivldud Ixo1ding component. not a buss system. Before use. Iho building designer must verity the arplicalAity of design pararnelors aril propotly Incorporoto this design Into the overall bildhg design. ®acing Indicated Is to prevent buakltng of IndNldual loss wob and/or chord members only. Additional Iempaary and permanent bracing MiTek' k ahvays FW4* d fa stoNity and to prevent collapse Ivrlh poss8)b peisonrl hpay crxl properly cklrnage For gen eid guld nee regarding the labrlaollon, staage. delivery, erection and bracing W inrsses and truss systems. socANSI/IPI I Quality Crllerlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety IMomlallon avallarle nom truss Wale InsllNte, 218 N. Lee Shoet, Sullo 312. Aloxandrks VA 22314. Tampa. FL 33610 Job Fuss Truss Type Qty Ply loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 712671139 WP0109 A6 HO t t BC 0.81 Vert(TL) -0.78 12-14 >572 180 BCLL 0.0 ' Rep Stress Incr Job Reference(optional) Buiklsrs FKslSource, Torllpa. Plant City. Florida 33566 1.540 s Aug 16 ZV1 r WOK rnausmes. Inc. Wed Doc vo 1o.•cac w1 r Fogs 1 ID:rfytRhmERah3zliORgKYR9zPCPY-it BG4jOi4pW 709UCIXblOeynmVmUjg61 glSLJyBeNr 1- 5.8.11 9-0-0 15.8-0 22.4-0 29-0-0 32.3.5 38.0.0 1-0- 58.11 3J•5 6.8-0 680 i 68.0 33.5 58.11 -0- Scale - 1.67 1 5x6 = 4x6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 8 3x6 = 16 15 14 13 12 3x6 3x8 = 4x6 = 30 = 4x6 = 3x8 = LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Verl(LL) -0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.78 12-14 >572 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(rL) 0.20 10 nta We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 177 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 20 SP No 1 BOT CHORD Rigid ceiling directly applied or 4.8.6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16,7-12 REACTIONS. (Ib/size) 2=1453/0-8-0, 10=1453/0.8-0 Max Horz 2=58(LC 16) Max Uplift2=-399(LC 8), 10=-399(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2925/1709,3-4=-2710/1584,4-5=-2497/1511, 5-6=-3397/1995,6-7=-3397/1995, 7-8=-2497/1511,8-9=-2710/1584, 9-10=-2925/1708 BOT CHORD 2-16=-1444/2618, 15.16=-1774/3312, 14.15=.1774/3312, 13-14=-177613312, 12.13=-1776/3312,10-12=-1457/2618 WEBS 4 -16= -386!779,5-16=-1025/598,5.14=0/262,7-14=0/262,7-12=-1025/598, 8-12=-386!779 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl, h=15fl; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 Ib uplift at joint 2 and 399 Ib uplift at joint 10. 7) 'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Wafhr P. Finn PE No.22839 MTsk USA, Inc. FL CM 6631 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNING - Verify daWfln pamnaters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M11-7473 rev. irLOM15 BEFORE USE. Ibslgn vdild lot use only vAth Miles® connectors. Ns design Is based only upon urometers shown. and Is for an Individual building component, not a truss system. Before use. the biking designer must venly the aPPllcablity of design poi trneteis and properly Incorporate this design Into Ilse overall building design. Iltochg Indicated Is to rAovenl buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always iecitted lot stability and to prevent cdkpse wnh possible peisoMi Injury and properly damage. For gemiai guidance regarding IIW fablcatlon, stoingo, delivery, erection cityl bracing of Inasesarid errs systems, soQANSI/TPII Qualify Crltab, DSB-69 and BCSI Building Component 6904 Parke East Blvd Safety Information available from truss Rate Inslltute, 218 N. Lee Street. Suite 312 Alexancift VA 22314. Tarnpa. FL 33610 Job ruse Truss Type Qty ply TC 0.61 Verl(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(TL) -0.37 10-12 >416 180 712671 140 WP0109 A6B HIP t I 1 Matrix) Weight: 184 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 Job Reference (optional) Builders FostSource. Tonnpo. Plant City. Florida 33566 7 640 s Aug 16 2017 b4Tek Industries. Inc Wed Dec 06 16 47 52 2017 Page 1 ID:"RhmERah3zfiORgKYR9zPCPY-it 8G410i4pW 709UCIXblOeyoZVpDJhV61 gISLJyBeNr t5 6• t t 9-0-0 15.5-0 21.7-0 29-0-0 323.5 38-0-0 0 0 1-0 5 8.11 3-3 6-5.0 6.2-0 7.5-0 33.5 5.6.11 1 5.00 12 5x8 = _ 30 = 3x6 = 30 = 5x8 4 5 6 7 a Scale . 1.671 3x6 = 16 17 16 15 14 13 12 3x6 = 30 = 3x6 = 3x4 = 30 = 30 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Verl(LL) -0.14 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Verl(TL) -0.37 10-12 >416 180 Tempo, FL 33610 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 10 We n/a BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight: 184 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0. Ib) - Max Horz2=58(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-128(LC 12), 16=-278(LC 9), 14=-295(LC 8), 10=-147(LC 13) Max Grav All reactions 250 Ib or less at joint(s) except 2=413(LC 1), 16=1037(LC 23), 14=1080(LC 24), 10=453(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-386/281,4-5=-116/370,7-8=-136t393,9-10=-481/330 BOT CHORD 2-18=-142/319,10-12=-201/405 WEBS 3.18=-293/307, 4.18_ 135/371, 4-16=-689/402, 5-16=-592/373,7-14=-642/412, 8-14=-766/456, B-12=-127/372, 9-12=- 277/295 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=151t; Cat. ll; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 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 128 Ib uplift at joint 2, 278 Ib uplift at joint 16 295 Ib uplift at joint 14 and 147 Ib uplift at joint 10. 7) 'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6630 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 0 WARNING - Verdfy dedyn Parantofsrs and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M&7173 rev. If UM15 BEFORE USE Design valid la use only wllh Mllek® connoclois. TW design is based only upon uaanelem shown. and Is fa an individual building component nos a cuss system. Belau use. Iho building doslgrner must verity Ilne arolcobelty of design paianeters aridd properly lncorporoto this design Into the overall bBding doslgn. Docing Indicated Is to prevent ludcldlng of InclWual miss web and/or Chad members only. Additional lempwray and permanent Mating MOW is always recRbed fa sicibUily ours io rrovent collapse wllh posMe personal k*jry aril piopeM danage. Foigeneral gtilckme iegcadi ng Ote lobrlcollm storage, delivery, erection and bracing of Inrsses and truss systems seeANSI/FPI I Quality Criterb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avollable Rom truss Plate Institute, 218 N lee Sheet, Suite 312. Alexandria, VA 22314. Tempo, FL 33610 Job russ Truss typety ly DEFL. in loc) Well Ud 40000 GRIP TCLL 20.0 772671741 WPOt08 A7B Hq Girder t t MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Job Reference(optional) Builders FrrsiSoutce, Tampa. Plant City, Florida 33566 r 545 a Aug 15 zot 7 m r ex Inouames, mc. Wed Doc 05 1647.54207 rage t ID:r1ylRhmERah3zftORgKYR9zPCPY-e0GIUPOycOmgFTeaPyeD53131IUZnZAPU EZOByBeNp 1 3.4.2 7-0-0 12.4-0 18-0 24.8-0 31-0-0 34.7.14 2222 -O 1-0• 3d-2 3-7.14 5 4-0 6.2-0 6 2-0 6.4-0 3.7.14 3 4.2 -0- Scale . 1:67.1 20 11 5x6 = 5xB = 3x6 = 5x6 = 5.00 12 5x6 = 4 19 20 5 21 22 23 6 7 24 25 a 26 27 9 u 18 28 29/7 30 31 5x8 = 5x8 = U 32 16 Is 33 34 35 3x6 II 14 36 302 MT20HS = 3x6 = 37 13 5x8 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud 40000 GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 000 0000 eeieie 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL u 18 28 29/7 30 31 5x8 = 5x8 = U 32 16 Is 33 34 35 3x6 II 14 36 302 MT20HS = 3x6 = 37 13 5x8 = 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Ven(LL) -0.06 16-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(TL) -0.17 16-17 >878 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(rL) -0.01 15 n1a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 187 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.11 OC puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0.8-0 lb) - Max Horz 2=-46(LC 32) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-208(LC 8), 17=-714(LC 5), 15=-761(LC 4), 11=-253(LC 9) Max Grav All reactions 250 Ib or less at joint(s) except 2=590(LC 19), 17=2135(LC 19), 15=2176(LC 20), 11=71 O(LC 20) FORCES. (ib) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-927/358,3-4=-721/273,4-19=.622/270,19-20=-621/270, 5-20=-621/270, 5-21=•555/241, 21-22=-555/241, 22-23=-555/241, 6-23=-555/241, 6.7=-555/241, 7-24=-555/241, 24-25=-555/241, 8.25=-555/241, 8-26=-922/378, 26.27=-922/378, 9-27=-922/378, 9-10=-1037/387, 10-11=-1198/457 BOT CHORD 2-18=-327/820, 18-28=-606(242, 28.29=-606/242, 17-29=-606/242, 17.30=-401/156, 30.31_ 401/156, 31-32=-401/156, 16.32=-401/156, 16-33=-488/203, 33-34=-488/203, 34-35=-488/203, 15-35=-488/203, 14-15=-488/203, 14.36=-488/203, 36-37=-488/203, 13-37=-488/203,11-13=-368/1059 WEBS 5-18=-494/1410,5-17=-1840f787, 5-16=-328/1054, 6-16=-634/395,8-16=-367/1151, 8-15=-1907/822,8-13=-507/1560 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever telt and right exposed; end vertical tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 Ib uplift at joint 2, 714 Ib uplilt at joint 17 761 Ib uplift at joint 15 and 253 Ib uplift at joint 11. 8) *Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Wafter P. Finn PE No.22939 MTsk USA, Inc. FL Con 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 0 WARNING . Verify design perarnsters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE CAGE 0411,7473 rsv. I&MMIS BEFORE USE Doslpn valid lot use only with Mnek® connectors. this design 6 based only uM) poiamelers stown. and Is lot an Wh4d tat building component. not wtatrusssystem. Before use, the building designer must verily Ilse aprxkabelly of doslpn pcnomoters and properly Incotpotole this design Into the overall building design. Bracing Inckoled Is to bucklinp at Individual Inrss web and/or chord members only. Additional temporary and lotrnonent bac-Ing MOWprevent Is always retAbed la skfbalty and to prevent collapse wllh possible paiwrxy Injury and property damage. Fot general guldcme togardktg the labk:allim slorage. delivery, erection and baring o1 trusses and intss systems. sc-eANSI/TPI I Quality Criteria. DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Information avallaMo nom truss Plate Ins1IMe. 218 N. lee Street, Suite 312.14exendlia. VA 22314. Tampa. FL 33610 Job russ Truss Type oty Ply a buss mlem. Belore use. Iho IxAcgr g designer must verify the aWIcabllty of design paraneters and poperly Ifcowpowato this design Into the overall building design. Llacing Indicated Is to pevent buckling of IudNklual truss web and/ow chord membois only. Additional temporary and permanent txoctrlg M iTeke Is always rwtulred for stabWly and to pwoveni collapse wllh possible personals k*xy and pwoporty darndlge. For general guidance regarding the labricallon, slowage, delivery. electlon and bracing of Musses and miss sysletns. seQANSI/IPI I Quality Critalg, DSB-89 and SCSI Building Component 6904 Parke East Blvd 712671141 W POI09 A70 Hip Girder f 1 Job Reference(optional) builders Fnstsource, t amps, vrent L^ rasa Jobb vow a rug .o cv. • ma.k . wus.. W. ,•.....rem vet wo .o..,— v z,,, • V. I D.rfylRhmERah3zfiORgKYR9zPCPY-eOG 1 UPOycOmgFTeaPyeDS31311UZnZAPU__EZOByBeNp NOTES - 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 Ib down and 202 Ib up at 7-0-0,105 Ib down and 107 Ib up at 9-0-12, 105 Ib down and 107 Ib up at 11-0-12,105 Ib down and 107 Ib up at 13-0-12,1051b down and 107 Ib up at 15-0-12,105 Ib down and 107 lb up at 17-0-12,105 Ib down and 107 Ib up at 19-0-0,105 lb down and 107 lb up at 20-11-4,105 Ib down and 107 Ib up at 22-11-4,105 Ib down and 107 Ib up at 24-11-4,105 ib down and 107 Ib up at 26.11.4, and 105 Ib down and 107 Ib up at 28-11-4, and 200 lb down and 202 lb up at 31-0-0 on top chord, and 320 lb down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0.12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-0, 81 Ib down at 20-11-4, 81 Ib down at 22-11-4, 81 Ib down at 26-11-4, and 81 Ib down at 28.11-4, and 320 Ib down and 109 Ib up at 30-11-4 on bottom chord. The desigrl/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4.9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4= -153(B)7= -105(8)9>153(B)18= -320(8)8= -105(B)13= -320(B)19= -105(B)20= -105(B)21= -105(B)22= 105(B)23= -105(B)24=-105(8)25=-105(8)26=-105(8) 27=-1 05(B) 28=-58(B) 29=- 58(8)30— 58(8)31_ 58(8)32=-58(8)33=-58(B)34_ 58(8)35=-58(8)36=-58(8)37— 58(B) Q WARNING - Verity dedyn parenlWoro and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rov. IMMIS BEFORE USE Design valid low use only vAlh Mllek® conneclors. lNs design Is based only upon parameters shown, and Is for an Individual building component, not a buss mlem. Belore use. Iho IxAcgr g designer must verify the aWIcabllty of design paraneters and poperly Ifcowpowato this design Into the overall building design. Llacing Indicated Is to pevent buckling of IudNklual truss web and/ow chord membois only. Additional temporary and permanent txoctrlg M iTeke Is always rwtulred for stabWly and to pwoveni collapse wllh possible personals k*xy and pwoporty darndlge. For general guidance regarding the labricallon, slowage, delivery. electlon and bracing of Musses and miss sysletns. seQANSI/IPI I Quality Critalg, DSB-89 and SCSI Building Component 6904 Parke East Blvd Salaly INormatbn available Iran Truss Plate Institute. 218 N. Lee Street. Sulte 312. Alozandit VA 22314. Tempe. FL 33610 Builders FirslSomcs, Tampa, Plant Cry, Florrdo 33566 r 640 s Aug n6 z0r r w I 9 rnousures. mc. We0 vec vo 16.41 a4 — r V. I D: rfo Rhm E Rah3zlrORgKYR9zPCPY-apOnv4 R D810Y UnozXNghOU7SF68n FSglyldgV4yBaNn 1 7.1.6 9.4-0 111-0 t%11 23.8-7 31009- 1-0 7.11 2-2.8 2.4-0 4.1011 7.1.13 7J-9 700 1-0• 5x6 = 500 Fl2 Sx6 2.4 \\ 4 5 2x4 II 1S0 502 = 5x6 = Scale .1:69.6 3x6 = 16 15 14 23 24 25 13 26 12 27 28 11 3x6 = 3x8 = 4x6 = 3x8 = 2x4 I' 3x8 MT20HS = 30 = LOADING (pst) SPACING- Truss Type ty Ply DEFL. in loc) Well L/d PLATES GRIP i 712671142 Ob' Plog ITruss Bl Root Special Girder e 1 I 2 Job Reference (optional) Builders FirslSomcs, Tampa, Plant Cry, Florrdo 33566 r 640 s Aug n6 z0r r w I 9 rnousures. mc. We0 vec vo 16.41 a4 — r V. I D: rfo Rhm E Rah3zlrORgKYR9zPCPY-apOnv4 R D810Y UnozXNghOU7SF68n FSglyldgV4yBaNn 1 7.1.6 9.4-0 111-0 t%11 23.8-7 31009- 1-0 7.11 2-2.8 2.4-0 4.1011 7.1.13 7J-9 700 1-0• 5x6 = 500 Fl2 Sx6 2.4 \\ 4 5 2x4 II 1S0 502 = 5x6 = Scale .1:69.6 3x6 = 16 15 14 23 24 25 13 26 12 27 28 11 3x6 = 3x8 = 4x6 = 3x8 = 2x4 I' 3x8 MT20HS = 30 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.37 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) -0.89 13.14 >506 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz( L) 0.18 9 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 353 Ib FT = 2046 LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. 7-8:20 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1899/0-8-0,9=245910-8-0 Max Horz2=-60(LC 9) Max Upli112=-516(LC 5), 9— 826(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3983/1165,3-4=-3785/1155, 4.5=-3746/1138, 5-6=-6812/2202,6-17=-6812/2202, 17-18=-6812/2202,18-19=-6812/2202, 7-19=-6812/2202, 7.20=-4985/1712, 20-21=4985/1712, 21-22=A986/1712.8-22=-498611712,8-9=-5440/1804 BOT CHORD 2-16=-988/3581.15-16=-1 555/5361, 14-15=-1555/5361, 14-23=-2335/7356, 23.24=-2335!7356,24-25=-2335!7356,13.25=-2335!7356,13.26_ 2335!7356, 12 -26= -2335f7356,12 -27=-2335f7356, 27-28=-2335f7356,11-28=-2335/7356, 9-11=-1572/4910 WEBS 4.16=-833/2770,5-16=-3084/1041,5-14=-613/1783,6-14=-463/268, 7-14=-755/562, 7-13=01608,7-11=-2566/834,8-11=-337/1544 NOTES - 1) 2 -ply truss to be connected together with 10d (0 131'x3') nails as follows. Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0.9-0 oc. Webs connected as follows: 20 - 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 rool live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever telt and right exposed; end vertical left and right exposed; Lumber DOL --1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurrent with any other live loads. 8) ' 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 fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 516 Ib uplift at joint 2 and 826 Ib uplilt at joint 9. 10) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MTeli USA, Inc. FL CM 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING - Verl/y design porameton and READ NOTES ON THIS AND WCLUOEO MITEK REFERANCE PAGE01111-7473 rev. /00MIS BEFORE USE Design vclkt for use only with Welt® connectors. INs design Is Weed only upon paameters shown. andis for an hdMdual LAAdbV component not a tnm syslorn. Before use, the building designer musl verity the appilcobaly of design paameters and properly i ncorporale this design Into the ovo." building design. Bracing Indicated is to plevanl buclding of Individual truss wob and/or chord members only. Additional lemporary and permanent Macing WOW is (Sways required for skibaxy and to prevent collapse wllh possible personal Injury and properly danoge. For general quidanae tegaddng the Milcallon, storage, delivery, erection and braaing of fnrses and Inns systema seeANSI/WiI Quality criteria, DS8-09 and SCSI Building Component 6904 Perks East Blvd. Safety information avdlatle torn lius Plate institute. 218 N. Lee Sheel, Salle 312, Alexandria. VA 22314. Temps, FL 33610 Job Truss Type ry y of design panelers and properly Incorporate thin design Into Ino overallahusssystem. Before use. the lng designer must verify the aablly mhJldpplb binding doslgn. ®acing Indtcated Is to prevent huciding of IMNklual miss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always iegJred for stability axd to prevent collapse with possible personal Y>Itay and property danage. For general guidance womdhtg the I T12671142 WIDOWS 11-russ B1 RoorSpecial Girder r t 2 Job Reference(optional) Burners ransource. Tampa, nam cry, rrorraa 33565 g, a Aub 1tr [Vl / —,,R ,nou5l..93, rrtc" r eu VOG VO le:/.ie [V / r-Ce0 C I D:rty1RhmERah3zIIORgKYR9zPCPY-apOnv4 RDB I OYUnozXNghBU7SF68nFSgyl19V4yBoNn NOTES - 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 Ib down and 107 lb up at 18-11.4, 1451b down and 107 Ib up at 20-11-4.145 Ib down and 107 Ib up at 22-11-4,145 lb down and 107 Ib up at 24-11-4,145 Ib down and 107 Ib up at 26-11-4, and 145 Ib down and 107 lb up at 28.11.4, and 250 Ib down and 202 Ib up at 31-0-0 on top chord, and 81 Ib down at 18-11-4, 81 Ib down at 20-11-4, 81 Ib down at 22.11.4, 81 Ib down at 24-11-4, 81 Ib down at 26-11-4, and 81 Ib down at 28.11-4, and 320 Ib down and 109 Ib up at 30.11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-8=-54,8-10---54,2-9=-20 Concentrated Loads (Ib) Vert: 8>153(F) 11 320(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-58(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) Q WARNING. Verify dedgn parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE 0110-7473 rev. 100=15 BEFORE USE Design valid for use only wllh Mllok® connectors lids deslan Is based only upon pmomelors shown, and Is for an individual b 0dinp component not of design panelers and properly Incorporate thin design Into Ino overallahusssystem. Before use. the lng designer must verify the aablly mhJldpplb binding doslgn. ®acing Indtcated Is to prevent huciding of IMNklual miss web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always iegJred for stability axd to prevent collapse with possible personal Y>Itay and property danage. For general guidance womdhtg the 6804 Parke Eest Blvd. labricallon. storage, delivery. erection and Inacing of mases arcs Inca systems, seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Wilding Component Tampa. FL 33610SafetyInformationovalluMetrainTrussPlatoinstitute. 218 N lee Sheol. Salle 312, Alexandria. VA 22314, Job russ Truss Typooty TCLL 20.0 Plate Grip DOL 1.25 ply TC 0 09 TCDL 7.0 Lumber DOL 1.25 Is always iecttLcd for skilAny artrl to prevent collap5o with pOssTAe personal Injury and property damage. Fa general guicknce iegadbg the fabrication, storage, dollveny, eioction arxi brocig of busses arK1 Inns syslomL seeANSI/WiI Quality Criteria, DS9-69 and SCSI Bulldtng Component BC 0.01 BCLL 0.0 ' Rep Stress Incr YES Tonga, FL 33610 712671143 WP0108 Bit Jack-Open12 LUMBER - 1 TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Job Reference o trona) Builders FrrstSounce, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MTek Industries, Inc. Wed Dec 06 16'47 57 2017 Page 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-2?x97OSrvL9P6wN954BwiifnXWIO__3CFAyTD1 WyBeNm 1-0-0 20 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0 09 TCDL 7.0 Lumber DOL 1.25 Is always iecttLcd for skilAny artrl to prevent collap5o with pOssTAe personal Injury and property damage. Fa general guicknce iegadbg the fabrication, storage, dollveny, eioction arxi brocig of busses arK1 Inns syslomL seeANSI/WiI Quality Criteria, DS9-69 and SCSI Bulldtng Component BC 0.01 BCLL 0.0 ' Rep Stress Incr YES Tonga, FL 33610 WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplilt3=-B(LC 1), 2= 69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale . 1:6.6 DEFL. in (loc) Vdefl Ud PLATES GRIP Verl(LL) -0.00 2 >999 240 MT20 244/190 Ven(TL) -0.00 2 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 5 Ib FT = 2M. BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3.Opsf; h=1511; Cal. II; Exp C; Encl., GCpi=O 18, MWFRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces $ MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 Wide Will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 8 Ib uplift at joint 3 and 69 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks With fixed heels" Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING - Verily design pnemsters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE fNIF7473 rev. 169=015 BEFORE USE Design vdld poi use only wtlh Mllek®connoelom Thisdesign 6 based only upon parcxnoters shown. and) h lot an b1dMc1<tal bnaddng component. rtol a truss syslern. Before use. the bllcling (Jeslom must verity the oWlcd7111y of desV) parcunoters and property hcorponate fits design Into Iho overall building design. Broehg Indicatod Is to prevonf bucli tV of k0irlduol buss wob and/oi chord members only. AdcStlonat temporary and pormatenl bracing MiTek' Is always iecttLcd for skilAny artrl to prevent collap5o with pOssTAe personal Injury and property damage. Fa general guicknce iegadbg the fabrication, storage, dollveny, eioction arxi brocig of busses arK1 Inns syslomL seeANSI/WiI Quality Criteria, DS9-69 and SCSI Bulldtng Component 6904 Parke East Blvd. Satish Information avdld7le horn Ir115S Plate Institule, 218 N. Lee Shoal, Sulto 312. Alexcrndda. VA 22314. Tonga, FL 33610 Job cussruss ype y Ply In loc) Well Ud PLATES GRIP T12671141 WPo109 BJ3 Jack -Open 10 I t 2-4 999 240 MT20 244/190 TCDL 7.0 Job Reference(optional) aumers YrrslSource, i empo, nonr Gay. hrowo 3"bb r ow a Mvy 10 evl / M r as Iavvalllaa, — ao VVG — .o:+i -or cv, r r.w. , ID:rfytRhmERah3zliORgKYR9zPCPY-27x97OSrvL9P6wN954BwjitntWeN_3CrAyTDI WyBeNm 1 0 3.0-0 1-0-0 I 3-0-0 20 = Scale . 1:10.9 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 3 nta We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=52/Mechanical, 2=187/0.8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplill3_ 42(LC 12), 2=-72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl wllh 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 Iii between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 Ib uplift at joint 2. 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22619 MTek USA, Inc- FL CoA 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 rL WARNING - yerlly design panaWors end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 rev. 141193,W IS BEFORE USE Design valld for use only vAlh MneM connectors. lhh design Is based only upon paameters shown. andis la an Individual building comronmi. not a atm system. Belore Lao, the building designer must verily 1110 appOcabllly of design rbrameters and properly Incorporate this deslgn Into the overall building design Bracing IndlCOted Is to prevent buckling of Individual teas wob and/or chord members orgy. Additional lomlotary and permanent txockng WOW h ahvays rogt(Ld for staMity and to prevent collapse wllh possmle personal enoy aril properly ckanage r01 general gukkance regadng the kixlcallon, storage. delivery. erection and bracing of Inmes and Inas systorns seeANSI/TPI I Quality Criteria. DSa-89 and IICSI aullding Component 6904 Porke East Blvd. Soley IMomnation ovdtable Iran atm Rale enstllute. 218 N. Loo Street. Stile 312. Alexoricift VA 22314. Tornpo. FL 33610 Job Fuss I Fuss I Wety CSI. DEFL. in loc) I/dell Ud 712671145 WPO100 BJ5 Jack -Open 6 1 0.03 2-4 999 240 TCDL 7.0 Job Reference (optional) autroare t estsowce. Campo. menu city. t -Forum TODtne o+v a Avg .o cv r rvu.es nrouso sa. lits ev we vo w.+. cv'r "11. ID:rlytRhmERah3zltORgKYR9zPCPY-27x970SrvL9P6wN954BwjiltlWbll_3CrAyTD 1 WyBeNm 1-0-0 Soo r 1-0-0 I 5-0.0 Stale . 1:15.1 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL20 0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 180 BC LL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BC DL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0.8-0, 4=46/Mechanical Max Horz 2=91 (LC 12) Max Uplift3=-81(LC 12), 2— 75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsl; h=15ft; Cat. II, Exp C; Encl., GCpi=018; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed lot a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 3 and 75 Ib uplift at joint 2. 6) *Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MO.7473 rev. /G'0.MIS BEFORE USE. Design vdkl lot use only with Mllek®conneclors. lhls design tsbaod only upern padnnetets shown. and lslot an hdlNWrol building component. not neters and Incorporate IM design Into the overallotrusssystem. Before use, the btllding designer must venly the al)OIcabalty, of design paad g burring design. 9aeeng lnalcoled Is to buckling of Indlvkkx7l huss web and/oF chord members orgy. Additional lemporary and petmanenl busing WOWprevent I always rocaitod lot stability and to prevent Collapse with possible petsorxl Injury and property (Image. For gemad gtldknce tegardng the 6004 Prrke East Blvd. latxk:atkxn. storage. delivery. erecllon dlnd t4ocing of Inmes andl bliss sysletns sooANSI/FPII CAMPY Criteria. DSa-a9 and SCSI Building Component Tampa. FL 33610SolelyIrgormanonavallabtefromInasPlateIMIIMe. 218 N tee Shoet. Suite 312. Atexdndria VA 2'2314. Job Truss Truss Typery DEFL. In Ven(LL) -0.17 Vert(TL) -0.46 Horz(TL) 0.03 loc) I/dell Ud 2-10 >898 240 2-10 >329 180 8 We n/a PLATES GRIP MT20 244/190 Weight: 76 Ib FT = 20°a LUMBER- BRACING - I 712671146 wpolo9 C1 HO 1 1 Rigid ceiling directly applied or 7-4.12 oc bracing. WEBS 2x4 SP No.3 I Job Relerenceo Genal Gerreera rnelJWfte. IempO, nom u1Y, fgrge 3J006 r ow a -9 - cv, m,eR mouausa. mc. ev vec vo ,o..r.ao cv,. ..w. , I D:rtytRhmE Rah3zf rORgKYR9zPC PY-XBV YKmTTgiHGk4yLenr9GvCt9wgmjUz9 PccmZyyBeNI 5.11.10 9.4-010d-0 12.8.6 19-9-0 1-0-0 i 5.11.10 + 2.4$ 2-0.0 I 2d$ i 5.11.10 - Scale . 1:34.2 30 = 3x6 II 30 = 3x9 = 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 FBC2014fTP12007 CSI. TC 0.41 BC 0.71 We 0.16 Matrix) Design valid for use only wlhh MnekO conneclors. this design Is based only upon parameters shown. and Is for an hdlvldual btdding component, not DEFL. In Ven(LL) -0.17 Vert(TL) -0.46 Horz(TL) 0.03 loc) I/dell Ud 2-10 >898 240 2-10 >329 180 8 We n/a PLATES GRIP MT20 244/190 Weight: 76 Ib FT = 20°a LUMBER- BRACING - brddlrlg pxevent Is always ret0/rod for stability and to proven collapse wllh possUo personal It}ry and properly dunnage. For general guidance regCp Ing the TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4.12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 8=575/0.8.0, 2=703/0-8-0,9=126/0-8-0 Max Horz2=60(LC 12) Max Upllit8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max GravS=575(LC 1), 2=703(LC 1), 9=159(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067!710, 3.4=-820/567, 4-5=-721/538, 5.6=-721/538, 6-7=-817/567, 7.8=-1060/708 BOT CHORD 2-11=-565/938,10-11=-565t938,9-10=-5631913.8-9=-563/913 WEBS 3-10=-278/290, 5-10=-271/416, 7.10- 252/288 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fl; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterlor(2) zone; cantilever left and right exposed; end vertical telt and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ib uplift at joint 8,198 lb uplill at joint 2 and 7 Ib uplift at joint 9. 7) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. o Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNING - Verily design paramofors and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE A%7473 rov. 14'0112075 BEFORE USE Design valid for use only wlhh MnekO conneclors. this design Is based only upon parameters shown. and Is for an hdlvldual btdding component, not a truss syslom. Before use, the blttllrtg designer must verily the appllcablity of design pararnetors and properly Incorpaole this design Into the overall design. Bating Indicated Is to bucMing of Individual truss web and/or chord members only. Additional lem"ary and permanent NachlQ MiTek' brddlrlg pxevent Is always ret0/rod for stability and to proven collapse wllh possUo personal It}ry and properly dunnage. For general guidance regCp Ing the 6904 Parke East Blvd. fabtcatk)n storage, delivery, erection and txaclng of hnrsses and miss syslerm, see-ANSI/TPI I Quality Criteria, DS9-89 and SCSI Wilding Component Tompo, FL 33610safetyInfofmallonovaaablehoarbussRateInstitute. 218 N. lee Shool. Suite 312. Alexanrlrla, VA 22314. Job russsuss ype ry Ply a ht8 system. Below use. the building designer rnusl vastly the gtpllcd7llty of design paiamelers and properly Incorporate Otis doslgn Into the overall brAdhu design. ®acing bndicated is to bmNIng of [rK#Mud buss web and/or chord members only. Addillortd temporary and permanent bracing MTekpxovont Is always ieguired fes slabally a d to prevent collapse with possible personal burry and property danage. nor genial girknce legardi ng Woo 712671147 WPOtfr9 C2 Hip 1 1 Job Reference (optional) tsuuoero 1-astsoulce. Ion". rsanl wry. 1-101108 J.tuee .o s n.v .. ... ..". — w.. vu —. uo 6.. , ID:rfytRhmERah3zfiORgKYR9zPCPY-9N3wY6T5RyP7LEXYCVDOo7122JCTSuhB;6; SFy. yBeNk 6.4-0 12.4-016.8-0 _ _ 6.4-0 6-" I 6.4-0 5x8 = 4x6 = Scale . 1:33 6 30 = 20 II 30 = 30 = 6 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.04 7.9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.11 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 5 We n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix) Weight: 75 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 5=337/0.8-0, 2=603/0-8-0, 6=464/0-8.0 Max Horz 2=49(LC 12) Max Uplift5=-87(LC 13), 2=-173(LC 8), 6= 99(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/497.3-4=.398t320,4-5=-512/287 BOT CHORD 2-9=-361!748, 8.9=-361!758, 7-8=-361!758, 6.7=-169/406, 5-6=-169/406 WEBS 3-9=-3/282, 3-7=-426/223 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=l 511; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 o1 withstanding 87 Ib uplift at joint 5, 173 Ib uplift at joint 2 and 99 Ib uplift at joint 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING- Verlly design parameters and READ NOTES ON THIS AND INCLUDED MIlEK REFERANCE PAGE M67473 rev. 109"15 BEFORE USE Design valid la use only with Mllek®conneckms. This design Is based only upon paiametols shown, and Is too an endMchtd bAding component. not a ht8 system. Below use. the building designer rnusl vastly the gtpllcd7llty of design paiamelers and properly Incorporate Otis doslgn Into the overall brAdhu design. ®acing bndicated is to bmNIng of [rK#Mud buss web and/or chord members only. Addillortd temporary and permanent bracing MTekpxovont Is always ieguired fes slabally a d to prevent collapse with possible personal burry and property danage. nor genial girknce legardi ng Woo 6904 Parke East BlvdICO1rk.atlon. storago, delivery. eroctlon and bracing of Inossesatd Mosssysterns. see.ANSI/IPII Quality Criteria, DSB-09 and SCSI Building Component Tonga. FL 33610SafelyInformationavdlabbefromhrmPlateInsIIMe. 218 N. Leo Stroet. Sulle 312 Alexandria. VA 22314. Job T ruse Truss Type City LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud 712671149 W POto9 C.03 Diagonal Hip Girder 1 I 1 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Job Reference(optional) auacers 1-asrsource. iampa. rlani cay.1-101108;raboa '*"4u6 Aug is zvr r NareK lnouaeles. mc. woo uec vo is 4r.av zvi r rage i I D: rfyl Rhm E Rah3zl iORgKYR9z PC PY-?N3wY6T5RyP7LEXYC VDOo714 rJKSSzhOoGyK5PyBeNk 1-5-0 3.2.14 1.5-0 3.2.14 20 = Scale . 1:9.4 FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown NOTES - 1) Wind- ASCE 7.10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opst; h=1511; Cal. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) 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 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) 'This truss has been designed lot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 Ib uplift at joint 2. 8) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1.4.15, and 68 Ib down and 85 Ib up at 1.4.15 on top chord, and 1 Ib down at 1-4-15, and 1 Ib down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Walt/r P. Finn PE No.22839 MTek USA, Inc. FL Con OU 69W Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNMG - Veft design pararneten and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE M67473 rvv. 10932015 BEFORE USE Design valid lot Urso orgy Win Mllek® connectors. R* design Is based only upon pauamelers shown, and Is for an in ih4duol building component. nol 3.2.14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Verl(rL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.2-14 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=31 /Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Horz2=58(LC 4) Max Upliil3=-17(LC 19), 2=-94(LC 4) Max Grav3=45(LC 32), 2=201 (LC 1), 4=57(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (Ib) or less except when shown NOTES - 1) Wind- ASCE 7.10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opst; h=1511; Cal. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) 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 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 5) 'This truss has been designed lot a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 Ib uplift at joint 2. 8) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 1.4.15, and 68 Ib down and 85 Ib up at 1.4.15 on top chord, and 1 Ib down at 1-4-15, and 1 Ib down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Walt/r P. Finn PE No.22839 MTek USA, Inc. FL Con OU 69W Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNMG - Veft design pararneten and READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE M67473 rvv. 10932015 BEFORE USE Design valid lot Urso orgy Win Mllek® connectors. R* design Is based only upon pauamelers shown, and Is for an in ih4duol building component. nol a husystem Before e, the building designer must verify the aprbllcablity of design paramolois and rro"ly Incogwlale me design Into the overallmbuilding building design. @acing Irxllcated Is to prevent buckling of Individual buss wob and/o1 chord mombeis orvy. Adrglkmal temporrny and Immanent blraclng MiTek' Is always ieylbed for stability and to prevent collapse with possible personal intley and property damage. For general guidance «Wiling the k"Icotkm, storage, delivery. erection and btacing of tnmes and truss systems. seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avalla ble hom bum Plate hnslllule. 218 N lee Sheet. Suite 312, Alexandria. VA 22314, Tanya. FL 33610 Job Truss truss I ypety Ply LOADING (psi) SPACING- 2-0-0 o buss system before use. to lx*c*vj designer must verity the opplk;abelty of design parameters and property hcotporate this design Into the overall Iuading design. Braehg Indicated is to buckling of Individual Inm web and/or tied members only. Addlllonal temporary and permanent ISacing CSI. DEFL. in loc) I/defl Ud T12671149 WPOf09 CJs Diagonal Hip Girder 10 2 I f 2-4 >973 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Job Reference frenal autl0efs I-Irsiboulce. I arnpa. Yronl cny. Ylosloo cxuae r o.v s nvg - evr r _ eR mvust leer. ice. — v— vo o.•..w cv v . ge , I D: r44R hm E Rah3zfiORgKY R9z PC PY-TadliSUfCGX_zO5km CIdLK H9ijZ7 BOx Itwhtey'BeNj 1-sem 3.9.9 7.0.2 1.5.0 3.9.9 I 3.2.8 30 = Scale . 1:16 6 g FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10: VUIt=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opst; h=151t; Cal. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This Iniss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 3 and 159 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Wafter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 A WARNING - Verify doOgn panmeton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE CAGE US -7473 rev. W03,2016 BEFORE USE 7-0.2 LOADING (psi) SPACING- 2-0-0 o buss system before use. to lx*c*vj designer must verity the opplk;abelty of design parameters and property hcotporate this design Into the overall Iuading design. Braehg Indicated is to buckling of Individual Inm web and/or tied members only. Addlllonal temporary and permanent ISacing CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Torrpa, FL 33610 TC 0.67 Vert(LL) 0.08 2-4 >973 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.23 2-4 >345 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=158/Mechanical, 2=352/0.10-15, 4=75/Mechanical Max Horz 2=100(LC 8) Max Upbft3=-91(LC 12), 2=-159(LC 8) Max Grav3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7-10: VUIt=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opst; h=151t; Cal. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; and vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This Iniss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 3 and 159 Ib uplift at joint 2. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. Wafter P. Finn PE No.22639 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 A WARNING - Verify doOgn panmeton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE CAGE US -7473 rev. W03,2016 BEFORE USE Design valid lot use only with Mitek® connectors. Bnls design Is based only upon parameters shown, and Is rot an bndvkktol bolding componenl, rnol o buss system before use. to lx*c*vj designer must verity the opplk;abelty of design parameters and property hcotporate this design Into the overall Iuading design. Braehg Indicated is to buckling of Individual Inm web and/or tied members only. Addlllonal temporary and permanent ISacing WOWproven) Is always vw4uhwl for stability and to prevent cdtarne with possible porsorx0 Ink" and property damage. rot general guidance regmvng Ito 6904 Parke East Blvdfabricationstotago, dellvery, erecllon and bracing of Intmes and miss syslenns, seoANSI/iPI I Quality Criteria, DSB-89 and SCSI Building Component Torrpa, FL 33610SafetyIMortnobonavailablehornIrtmRatebullMe. 218 N. Lee Street. Sai1e 312, Alexandria, VA 22314. Job russ Truss ypeb Plate Offsets (X Y)-- (2.Edge 0-0-61 buss system. Before e. the building designer must verily the al3AIcabllty of design patanetets and lroperly Incorrwtale this doslpn Into the overallabta bridInO design. ®acing Indicated Is to prevent bucldanp of IndlActual Ines web and/cm chord members only. Additional lemporory aro d permanent bracing LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 712671150 WPOt09 CJ7 Diagonal Hip Girder1 3 t 10 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO Job Reference tional uuxoers rastsowce, worpa. nam city, mentor ;xseue ,. +. w cv.. uv. . ID:rlytRhmERah3zliORgKYR9zPCPY•Tad11SUICGX zO5kmCIdLKHD3jasBLnitwhteryBeN1 1.5-0 5.2.9 9.10.1 150 { 529 1 47.8 -- 2x4 = 2x4 = cam. „ 5 3x4 = 5-2.9 4.7-0 Plate Offsets (X Y)-- (2.Edge 0-0-61 buss system. Before e. the building designer must verily the al3AIcabllty of design patanetets and lroperly Incorrwtale this doslpn Into the overallabta bridInO design. ®acing Indicated Is to prevent bucldanp of IndlActual Ines web and/cm chord members only. Additional lemporory aro d permanent bracing LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6.7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 nla n/a BCDL 10.0 Code FBC2014ITP12007 Matnx) Weight: 41 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=124/Mechanical, 2=445/0-10-15,5=290/Mechanical Max Horz2=131(LC 4) Max Uplilt4=-87(LC 4), 2=-145(LC 4), 5=-82(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-762/199,8-9=-737/214,3-9=-703/207 BOT CHORD 2-11. 272!702, 11-12=-272!702,7-12=-272/702,7-13=-272/702,6-13=-272/702 WEBS 3-6=-746/289, 3.7=0/284 NOTES - 1) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical lett and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 Ib uplift at joint 4, 145 lb uplift at joint 2 and 82 lb uplift at joint 5. 6) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 Ib up at 1-4-15, 68 lb down and 85 Ib up at 1-4-15, 25 Ib down and 38 Ib up at 4-2-15, 25 lb down and 38 Ib up at 4.2-15, and 50 lb down and 87 Ib up at 7-0-14, and 50 Ib down and 87 Ib up at 7-0.14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 lb down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7.0.14, and 38 Ib down at 7-0-14 on bottom chord The desigNselection of such connection devlce(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Veri: 8=44(F=22, B=22) 10=-75(F=-38, B>38) 13=-36(F=-18, B=-18) Walter P. Finn PE No.22$39 MiTsk USA, Inc. FL Cart $634 6904 Puke East Blvd. Tampa FL 33610 Date: December 7,2017 0 WARNING - Verity de=ign poremeton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 1OV3/2015 BEFORE USE valid for use only with Mllelr® connectors.1his design h based only upon paamelers shown. and Is lot an Individual bolding component, not wtbusssystem. Before e. the building designer must verily the al3AIcabllty of design patanetets and lroperly Incorrwtale this doslpn Into the overallabta bridInO design. ®acing Indicated Is to prevent bucldanp of IndlActual Ines web and/cm chord members only. Additional lemporory aro d permanent bracing M!Tek* Is always requited loo stability and to prevent cdlapw with possible personal Il"Y and PloperlY damage. for general gtkkence regenrkQ One fabrication storage, delivery, oroctio n and Ixacing of Inmers and Inns systems, seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd Solely Information avallabte Dom Trus Plolo Institute. 218 N. Lee Shoot. Sudle 312. Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Typety Ply PLATES GRIP MT20 244/190 Weight: 78 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 7t267115t WPO109I Dl Root Special1 10 1 I 1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=164/0-8-0,2=530/0-8-0.9=710/0-8-0 Job Reference tional Buddels FlBisource. 1 amps. mant Gty. Mime 33bb6 o.v . Avg ,. cv, , ..,.c mu.-- , F. . w v— vv ,v v, cv, , W. , I D: rk4 Rhm E Rah3zltORgKYR9z PC PY•xmBgyoVLzaf rbYgwKwGsuYgNX7vAwp3R5aROAHyBeNi 100 6.80 8-0-0 13-0-0 14 4-0 18.8-0 1-0-0 6.8-0 2.4-0 4-0-0 1.4-0 4.4-0 Scale . 1:34.2 06 = 5xn — 30 = `.. LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 00Rep Stresslncr YES BCDL 10.0 Code FBC2014lrP12007 CSI. TC 0.47 BC 0.40 WB 0.26 Matrix) DEFL. in Ven(LL) 0.06 Verl(rL) -0.13 Horz(TL) 0.01 loc) I/dell Uri 2-11 >999 240 2-11 >999 180 7 Na We PLATES GRIP MT20 244/190 Weight: 78 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10.15 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 7=164/0-8-0,2=530/0-8-0.9=710/0-8-0 Max Horz 2=51 (LC 12) Max Uplllt7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672t393,3-4=-604/421 BOT CHORD 2-11=-261/550,10-11=-369/617,9-10---369/617 WEBS 3.11=•66/265, 5-9=-269/213, 4-9=-654/404 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psF BCDL=3 Opsf; h=1511; Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever lett and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 Ib uplilt at joint 7, 152 Ib uplift at joint 2 and 176 Ib uplift at joint 9. 7) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. Io Walter P. Finn PE No.22839 MTek USA, Inc. FL Cert 6634 69M Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING • Verify desfyn parameters and READ NOTES ON THIS AND WCLUDEO M MK REFERANCE PAGE NO -7473 rev. 109MIS BEFORE USE Design wild for use only with Mllelr® connectors. Ihh deslgn k based only upon Parameters shown, and k la an b-dh kW brAdirlg component, rot aneters and properly Incorporate this design into the overdlotrusssystern. Before use, the building designer must verity the op01cablity of design pa deslgn. Bracing Indicated Is to buckling of IndMdual trus web and/a chord mernbers orgy. Additional temporary and penrrartent brocbV WOWbidingixevenf is always reputed lot skilbUlly and to prevent ccllgna wish posmle personal hpry and properly danage. nor general grkdrnce regarding the IabrlcatixL storage• delivery, ereCllon and Ucicilg of muses and Inrss syslerns, seeANSI/IPI I Quality Criteria. DSB-89 and BCSI Sullding Component 6904 Parke East Blvd Safety Information ovcllahbe horn bus Plate tnsllMo. 218 N. lee Sheet, Suite 312, Aloxon drkt. VA 22314. Tampa. Ft. 3361D Job Truss truss typety ly 20.0 Plate Grip DOL 1.25 TCDL' 7.0 712671152 wP0109 D2 Real Special Girder t 1 NO BCDL 10.0 Code FBC2014/rP12007 Job Reference(optional) Builders FuelSouice, Tampa, Plant City. Florida 33566 1.64d s Aug 16 zul i mr i ea inousmes. mc. woo uec ub t 6-4e:vz zvt i rage i ID:rtytRhmERah3zliORgKYR9zPCPY•Pyl2ASWJtniCiF7tdnSOINXOX7RIE6aKEA ilyBeNh 6.8.0 11-0-0 16.4-0 18.8-0 to -8-0 1-0-0 6.8.0 4.4.0 5.4.0 2.4-0 1-0.0 Scale . 1:35.1 4x6 = 30 = 4x6 = 3x4 = 2x4 II it 06 = 30 = LOADING (psi) 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 NO BCDL 10.0 Code FBC2014/rP12007 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No.3 M Ig CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.55 Vert(LL) -0.1010-12 999 240 MT20 244/190 BC 0.98 Vert(TL) -0.2110-12 728 180 Safety Information avallaMo horn truss Plate Institute. 216 N. Lee Street, Stlte 312 Alexandrkx VA 22314 WB 0.41 Horz(TL) 0.03 6 r1/a We Matrix) Weight: 80 Ib Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.3.6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (Ib/size) 2=590/0-8-0,6=372/0-8-0, 9=490/0-8-0 Max Horz2=44(LC 8) Max Upliit2=-163(LC 8), 6=-127(LC 5), 9=-117(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/207, 3-4=-803/202, 4-13=-321/112,13-14=-321/112, 5-14=-321/112, 5.6=-370/107 BOT CHORD 2-12=-131f704,11-12=-303/1088, 10-11=-303/1088,9-10=-285/1044,9-15=-285/1044, 15-16=-285/1044, 8-16=-285/1044, 6.8=-70/330 WEBS 3-12=-44/349, 4-12=-449/214, 4-10=-308/125, 4-8=-796/325 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=1511; Cat. ll; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 Ib uplift at joint 2, 127 Ib uplift at joint 6 and 117 Ib uplift at joint 9. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 Ib down and 23 lb up at 13.7-4, and 20 Ib down and 23 Ib up at 15.7-4, and 86 Ib down and 93 Ib up at 16-4-0 on top chord, and 13 Ib down at 13-7.4, and 13 lb down at 15-7-4, and 20 Ib down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility o1 others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3.4=-54, 4-5=-54, 5-7=-54, 2-6=-20 Concentrated Loads (Ib) Vert: 5=24(F) 8=-0(F) Waller P. Finn PE No.22639 MiTek USA, Inc. FL Cert IISM 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING. Verify desl ng faremeten and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M/F7g3 rev. idd312015 BEFORE USE Design valid for use only with MlleW connectors. rhls design Is based only upon parameters shown, andis lot an Individual "ding component. not o truss system. Before use. the Witting, designer must verity the appticoMily or design parainelers and gopeily Incorporate this design Into the overall txAdN design. Biacetg Indicated is to prevent bucldIng of IrKfWud truss web and/os chord members only. Add rIlonal tempaary and permanent Nocing MOW Is always rectubed for slabaBy and to prevent collapse with poaMe pessortd Injury arxd property damage. For general guidance regarding tate IabrlcatbrL storage, deltvery, ereclbn and bracing of trusses and ansa systettts, seeANSI/TPI I Quality Criorlo, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information avallaMo horn truss Plate Institute. 216 N. Lee Street, Stlte 312 Alexandrkx VA 22314 Tampa, FL 33610 Burkiere FlrslSeurce. Tempe. Plant Very. F161108 33566 r o.v s Aug io cvi r me.k 1n — ser. •- .. ev W_ vv — "0 vu w •Yw ID:rtytRhm ERah3zllORgKYR9zPCPY-19JRNUXcUBvZgrgJRLIKzzvlfxbSOmtkZuwXEAyBeNg 1.0.0 5.0.0 41.4-0 13.4-0 1-0-0 5.0.0 3.4-0 5-0-0 4x6 = 4x6 = Scale e 1 24 3 5.0.0 Truss Type tY ply a buss system. Belote use. the building designer must verily the arAAlcabaity of design patrnnelers and popedy Incorpoiote this design Into the ovorall building design Bracing InWcoted Is to prevent buckling of IndNklual Iruss web anal/or chord members only. Add iffonol temporary and peirnanent bracing WOW Is always redaired la sidAlty and to prevent collapse with po5d:ole personal Injury and property damage. For general guidance iegaid ing the storage, dellvery, erection and bracing of Inisses aria Inter systems so"NSI/IPI I Quality Cdterb. DSB-89 and BCSI Building Component 5.0.0 LOADING (psf) SPACING- 2-0-0 7126711/53 WPOt09 ITruss Et HipGrder t 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 Job Reference (optional) Burkiere FlrslSeurce. Tempe. Plant Very. F161108 33566 r o.v s Aug io cvi r me.k 1n — ser. •- .. ev W_ vv — "0 vu w •Yw ID:rtytRhm ERah3zllORgKYR9zPCPY-19JRNUXcUBvZgrgJRLIKzzvlfxbSOmtkZuwXEAyBeNg 1.0.0 5.0.0 41.4-0 13.4-0 1-0-0 5.0.0 3.4-0 5-0-0 4x6 = 4x6 = Scale e 1 24 3 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=721/0-8-0,2=801/0-8-0 Max Horz 2=41 (LC 12) Max Uplift5=-243(LC 9), 2— 274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1413/482,3-8=-1250/454,4-8=-1250/454,4-5=-1411/478 BOT CHORD 2-7=-403/1238, 7-9=-400/1250, 6-9=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307,4.6=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=15111; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load o1 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will Int between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 5 and 274 Ib uplift at joint 2. 7) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 Ib down and 185 Ib up at 5-0.0, and 60 Ib down and 87 lb up at 6-8-0, and 188 lb down and 185 Ib up at 8-4-0 on top chord, and 116 Ib down at 5-0-0, and 52 Ib down at 6-8-0, and 116 Ib down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads Qb) Vert' 3=-141(F) 4=-141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 5634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNWG - Verily dadgn parometera and READ N07ES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MLL7473 rov. M0MIS BEFORE USE. 5.0.0 Design valid for use only with Mllek® connectors. W& design is based only upon uaramelers shown, and Is lot an Individual "ding component, not 3-4-0 a buss system. Belote use. the building designer must verily the arAAlcabaity of design patrnnelers and popedy Incorpoiote this design Into the ovorall building design Bracing InWcoted Is to prevent buckling of IndNklual Iruss web anal/or chord members only. Add iffonol temporary and peirnanent bracing WOW Is always redaired la sidAlty and to prevent collapse with po5d:ole personal Injury and property damage. For general guidance iegaid ing the storage, dellvery, erection and bracing of Inisses aria Inter systems so"NSI/IPI I Quality Cdterb. DSB-89 and BCSI Building Component 5.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) 0.11 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TQ 003 5 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 48 Ib Fr = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=721/0-8-0,2=801/0-8-0 Max Horz 2=41 (LC 12) Max Uplift5=-243(LC 9), 2— 274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1413/482,3-8=-1250/454,4-8=-1250/454,4-5=-1411/478 BOT CHORD 2-7=-403/1238, 7-9=-400/1250, 6-9=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307,4.6=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsl; h=15111; Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load o1 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will Int between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 5 and 274 Ib uplift at joint 2. 7) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 Ib down and 185 Ib up at 5-0.0, and 60 Ib down and 87 lb up at 6-8-0, and 188 lb down and 185 Ib up at 8-4-0 on top chord, and 116 Ib down at 5-0-0, and 52 Ib down at 6-8-0, and 116 Ib down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads Qb) Vert' 3=-141(F) 4=-141(F) 7=-72(F) 6=-72(F) 8=-60(F) 9=-26(F) Walter P. Finn PE No.22639 MTek USA, Inc. FL Cert 5634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 WARNWG - Verily dadgn parometera and READ N07ES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MLL7473 rov. M0MIS BEFORE USE. Design valid for use only with Mllek® connectors. W& design is based only upon uaramelers shown, and Is lot an Individual "ding component, not wtabusssystem. Belote use. the building designer must verily the arAAlcabaity of design patrnnelers and popedy Incorpoiote this design Into the ovorall building design Bracing InWcoted Is to prevent buckling of IndNklual Iruss web anal/or chord members only. Add iffonol temporary and peirnanent bracing WOW Is always redaired la sidAlty and to prevent collapse with po5d:ole personal Injury and property damage. For general guidance iegaid ing the storage, dellvery, erection and bracing of Inisses aria Inter systems so"NSI/IPI I Quality Cdterb. DSB-89 and BCSI Building Component 6904 pinks East Blvd. Safely Information avallaMe horn Inas plate Institute. 218 N. Lee Street, Suite 312. Alexandria VA 22314. Tampa. FL 33610 uumeis rusfbouice, i onipa. ream any. riorroe saaoo r.o+v s Rug r o evr r —r e+ rnouemes, me -0. uec uo .0.-_cv r rage ID:rfylRhm ERah3zfrORgKYR9zPCPY•t9JRNUXcUBvZgrgJRLIKzzvpMxiLOnhkZuwXEAY89Ng 1-0-0 2.4-0 1-0.0 2.4-0 LOADING (psi) russ russ ype ty 200 Plate Gnp DOL 1.25 TCDL 1ply Tt2671f5a WP0109 EJ3 Jock•Open 2 1 YES BCDL 100 Code FBC2014fTP12007 Job Reference o tional uumeis rusfbouice, i onipa. ream any. riorroe saaoo r.o+v s Rug r o evr r —r e+ rnouemes, me -0. uec uo .0.-_cv r rage ID:rfylRhm ERah3zfrORgKYR9zPCPY•t9JRNUXcUBvZgrgJRLIKzzvpMxiLOnhkZuwXEAY89Ng 1-0-0 2.4-0 1-0.0 2.4-0 LOADING (psi) SPACING- 2-0-0 TCLL 200 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 100 Code FBC2014fTP12007 LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.2 20 = 2-4-0 7_Al CSI. DEFL. in (loc) TC 0.13 Vert(LL) 0.00 2 BC 0.04 Ven(TL) 000 2.4 WB 0.00 Horz(TL) 0.00 3 Matrix) REACTIONS. (Ib/size) 3=28/Mechanical, 2=168/0-8.0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Upllfl3=-27(LC 12), 2=-74(LC 8) Max Grav3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. I/dell L/d PLATES GRIP 999 240 MT20 244/190 999 180 Ne n/a Scale . 1:9.5 Weight: 9 Ib FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4.0 oc puffins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing NOTES - 1) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsl; h=15th Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exlerior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 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 "If fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint 3 and 74 Ib uplift at joint 2. 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Waller P. Finn PE No.22639 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING- VorliY dosrpn panfineters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M*7473 mv. 10WW IS BEFORE USE. Design valid for use only with Mllek® connectors. lnls design 6 based only upon poiamelms shown, and Is rot an trx9vkirKl Wilding component not a truss system. Bolore use. the txlktlnit designer must verily the oWlcafAlly of design paanelers and properly Incorporale this design Into the overall brBding design. Bracing Indicated Is to Ix,ckllng of Irxllvaual truss wob and/or chord members only. Additionalnal temporary and permanent bracing WOWprevent k always iegrAed for sk"lty aW to prevent colic4:ow wllh possmle persoxl tipsy axnrl properly (kxnago. For general guidance regading the 6904 Parke East Blvd. labrIcalkxn. slorage, delivery, ereclbn anal bracing of trusses and inns systems, seeANSIMI) Orality Criteria, DSB-e9 and BCSI Building Component Tango. FL 33610SafetyInformationov011ab1efromTrussPrateImIltute, 218 N lee Street- SNte 312, Alexondrkx VA 22314. Job russ Truss Type Qty ply LOADING (psi) SPACING- 2-0.0 WOW CSI. DEFL in 712671755 WP0109 EJ5 Jack -Open 3 1 TC 0.39 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Job Reference (optional) Builders Frrslsowce. Tampa, nam ary, rrortoo j3saa ID:rtytRhmERah3zliORgKYR9zPCPY-LLspbpXEFVI OS?PV?2pZVASv_K_77ExinYf5ncyBeNf 5-0.0 5,0,0 20 = Scale . 1:15.1 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II, Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and nght exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at 3 and 75 Ib uplift at joint 2. 6) "Semi-rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Walter P. Finn PE No.22839 MlTek USA, Inc. FL Cert OU 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 A WARNWG - Vodfy dadyn parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M/F7473 rev. I &IM0/S BEFORE USE. 5-0.0 LOADING (psi) SPACING- 2-0.0 WOW CSI. DEFL in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25' BC 0.26 Vert(TL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 rl/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 17 lb FT = 204e LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=114/Mechanical, 2=25310-8.0, 4=46/Mechanical Max Horz 2=91 (LC 12) Max Uplift3=-81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES - 1) 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; cantilever left and right exposed; end vertical left and nght exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at 3 and 75 Ib uplift at joint 2. 6) "Semi-rigid pltchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss Walter P. Finn PE No.22839 MlTek USA, Inc. FL Cert OU 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 A WARNWG - Vodfy dadyn parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE M/F7473 rev. I &IM0/S BEFORE USE. Design valid for use ordy vAlh Milek® connectors. lrgs design Is basad only upon parornelers shown. and Is lot an Individual building component. not a buss system. Below use, the building designer Inust verify the aroicabllly of design imicu lelers and ploperly Incolpaale this design Into the overall cling design. Btacing Indicated Is to rrevenl buckling of IndNklual Inns web aril/or Chad members orgy. Addillonal temporary and pennaneni bracing WOW is always requf ed la stability and to prevent collapse wllh possible poisonal elptry cxvJ property darnage. For general guklance togarding the labra :ollm storage, delivery. etectkrl and tracing of trusses and Iruss syslems, socANSI/TPI I Qualify Criteria, DSB-89 and SCSI Bultding Component 6904 Parks East Blvd Safety Information avdlatAe nom leas Rate Institute. 218 N. Lee Shoot. Sudle 312. Alexandria. VA 22314. Tanya, FL 33610 Job russ Truss TypoCity TCLL 20.0 Plate Grip DOL 1.25 Ply TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.48 BCLL 0.0 ' Rep Stress Incr YES is always rw4ulred lot 0ab0ay and to ptovenl collapse wllh possde personal Injury aril properly damage Fa general gTtldance regadng Ire T1267-16 Job WP0109 EJ7 Jack -Open 20 1 TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanlcal Max Horz 2=122(LC 12) Reference(optional) Builders Fe51SOUICe, Tampa, 1 Plant City, Florida 33566 7.640 s Aug 16 2017 KtTek Industries, Inc. Wed Dec 06 16 48.04 2017 Poge l ID:rNtRhmERah3zflORgKYR9zPCPY-LLspbpXEFV 1 OS?PV?2pZVASrsKxh7ExtnYfSncyBeN1 1-0-0 7-" I cl 3x6 = LOADING (psi) 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 is always rw4ulred lot 0ab0ay and to ptovenl collapse wllh possde personal Injury aril properly damage Fa general gTtldance regadng Ire WB 0.00 BCDL 10.0 1 Code FBC2014/TP12007 6904 Perks East Blvd Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanlcal Max Horz 2=122(LC 12) Max Uplift3=-102(LC 12), 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp /Max. Ten • All forces 250 (lb) or less except when shown Scale - 1:19.1 DEFL. In (loc) I/dell Lid PLATES GRIP Vert(LL) 0.10 2-4 >772 240 MT20 244/190 Vert(fl-) -0.24 2-4 >337 180 Horz(TL) -0.00 3 n/a We Weight: 23 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUlt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=151h Cat. Il; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and:C-C Extedor(2) zone; cantilever telt and right exposed, end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 102 lb uplift at joint 3 and 85 Ib uplift at joint 2. 6) 'Semi-ngid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. Walter P. Finn PE No.22639 MiTek USA, Inc. FL CoA 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 7,2017 Q WARNING - Verify design parematom and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N67073 rev. IGAY20IS BEFORE USE Design valid loo use only, vAth Mllek®conneclm. This design Is based only upon parameters shown. and Is la an IntlMdu al build rig component. nol a cuss system. Belore use. the blAding designer must verity the appllcalbilly of design mamefers and pKoperly worp"olo this design Into the overall binding design ®acing Indicated Is to rxevent buclahng of endMdual truss web and/or chord members only. Additional lempaary and permanent b iacing WOWisalwaysrw4ulredlot0ab0ayandtoptovenlcollapsewllhpossdepersonalInjuryarilproperlydamageFageneralgTtldanceregadngIre fabrication. storage. delivery, erection and bracing of tenses and Inrss systems, soeANSI/TPI I Quality Criteria, D$6.89 and I1CSI Building Component 6904 Perks East Blvd Safety Information avallable ham buss Plato tnstltute. 218 N. tea Sheet. Sulle 312. Alexurxdda, VA 72314. Tanga, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless Y. y 4 offsets ore indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions ore in h-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stobflity bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. r0-1/ 1 c1•2 c2.3 2. Truss bracing must be designed by an engineer. For lateral themselves4WEBS o wile truss spacing, individual braces may require bracing, at alternative Tor I C m y p bracing should be considered. 1 COL3O p U 3. Never exceed the design loading shown and never inadequately braced trusses. y° stock materials on 0U.. a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6b7 Cyd BOTTOM CHORDS oil other interested parties. plates 0-'Ad' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in M?ek 20/20 software or upon request. NUMBERS/LETTERS. B. Unless otherwise noted moisture content of lumber sholl not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not oppucoble for fire treated, lumber. ICC-ES Reports: use with retardant, preservative or green The first dimension is the plate 10. Comber is a non-structurol consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESP 1988 responsibility of truss fabricator. General practice Is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shoo be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ff. spacing. section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed. unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 40 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: W1ANSI/TPI1: National Design Specification for Metal 19. Review oil portions of this design (front, back. words Plate Connected Wood Truss Construction, and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, M!Tek ANSI/TPI 1 Quality Chterlo. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 BEARING HEIGHT SCHEDULE 0 38-0-0 13-8-0 11-8-0 12-8-0 s s O1 O p1 1 NJ p1 IA NOTES: Al Al U RETERIOB 91 W 23 Im Av n iom w " ar DECXED OR WU TO BETAD_ VIAS FOR BE co+voTTDl+a.r3JXfR IMF- MM CD 0 ou 0 4J Mwrru W1 ut S10QTF ERVI v SJ ALL V SMOVN ON FLACETW PLIW aRE coaMM m BE LanD O c p 0 6TST,/ T OMB T DiSTALIID Al 1-1HN86 IMLm OT RVISE MQfESSMUT WOMLESS O1F SSE"NQiff" 8) BEWWAI R/LO M OW TO BE SHOP DRAWING APPROVA TIBS IATM 6 TME SUE SURES RR FABRQ' M OF TRUSSES Alm VMM All RD= AREMOECRK OR TRIGS LATMS. WM Alm APPROVAL O' = LAYM K REDO UK NIT TRUSSES WILL BE BUILT. VE InmITmS TO 86114E ONT OME THAT VILL NOW No" k40 o s E?uilders m irstSource Orando PHaK, 407-851-t2100 FAX, 407-851- 1 Plant Cit v s c PHDNEI 813-759-5951 FAX, 813-752 o an cp e o IA Ashton Woods s s 19-4-0 5-4-0 13-4-0 1769 Hawking T UALImm WPO10938-1-0 12/05/17 Josh RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 1 8' 2 8 5 a Project Location Address For6O,<<,1.vo SAll i" 0 D FPA k r;;v 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.floridabuildinQ.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp: Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing_CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and 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 Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u E ui ment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 t 6GM17 Florida Building Code Online il. • Business & Professional Regulation rg SCIS Home I Log In I User Registration I Hot Topica Submit surcnarge Stats & Facts I Publications I FSC Stay I SCIS Site Map Links I Search a r Florid® Product Approval uses: Public user Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FI -15000 R2 COI Certificate Of Independence. odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect htips:/Moridabuilding.org/pr/pr app dtl.aspx-tparam=wGEVXQwtDquS73Fr2ZyiPozArtA6CzHQ3yMKg2Hy8p/o2fuCfc2MRiSC82v%3dp/o3d 1/3 61942017 Florida Building Code Online FL15000 R2 Eauiv FL - 15000 Eouiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 SummarV of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or X0, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1S000 R2 Ii INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any F1.15000 R2 AE EVAL 15000.1.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. 'Fiber-Classlc" or "Smooth -Star' 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber-Classlc" or 'Smooth -Star" 8'0 'Non -Impact' Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FIA5000 R2 II INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.Ddf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. 'Fiber -Classic' or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.edf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FLI5000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) htips:/Rloridabuilding.org#lpr app dtl.aspx?param=wGEVXQwIDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 213 6/912017 Florida Building Code Online Dack Naxt Contact tis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED 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 resporsse 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 contad 8,50.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Deparment with an email address If they have one. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe blips://tloridabuilding.orglpr/pr appd0.aspx?param=wGEVXOw(DquS73Fr2ZyiPozAnA6CzHO3yMKg2Hy8%2fuCfc2MRiSC82w°/p3d°3d 3l3 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.5.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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.6.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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) Dack Naxt Contact tis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED 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 resporsse 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 contad 8,50.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Deparment with an email address If they have one. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe blips://tloridabuilding.orglpr/pr appd0.aspx?param=wGEVXOw(DquS73Fr2ZyiPozAnA6CzHO3yMKg2Hy8%2fuCfc2MRiSC82w°/p3d°3d 3l3 Intl it pi DOOR AV cc DOOR PANEL Fiber Occee um 02/24/12 1f2'WU1/2' MN. CLASS INK. FrGLASSGrTEMPERM ZS' STEEL 1 ; 725 P7 SPACER 40 41 SEE NOTE 1 5' 1N51JLATFD GLeSS W/ SUC LRE FRAME GLA7IN9 DF7An 13.9379 MAX 1 PA . 12r DTII 7.17SMAX SOELITE PANEL Smooth Star AIR SPACE 1 EMPB" ERED CLASS - Q Lrr 1/2' MIN. CLASS TW, 1 8 s TEMPERED CLASS AIR SPACE TMPfRED CLASS Nult 1Stt r \ NOMONTAL CROSS SECTION i gg 111111 1g; ne 4j SIDELf1E PANEL n• s_ n x; L X8a 7 od Nult 1Stt r \ NOMONTAL CROSS SECTION m 4j SIDELf1E PANEL 2157 _ fA '1t •;. 42 33 PLASRC L1P L11E FRAsfE PLASTfC L1P LRF FRAME EXTRUDED PVC DORUDm SNC i r--•t—Iwr I'ff l 2\ VEARCAL CROSS SECRON 1 I s SIDOJTE PANEL CMJ -1 C11LE t. SPoeinp for them, #29 h µt (fits frame,eu is os follollr. From the bottom up on alder 8.5'. with (7) mon epaced at 9.875' ans'Jeom (2) both top and bottcm at 2.125' in from each lam 42 S1DEiRE i0P dr 80TRLf RAG ^ SIDELRE BLANK SIDE S71LE comk fMCER JOINED PONDEROSA PIN& SG..0.43 ANGER JOIMFD PONDEROSA PIN& SGe0.43 eaa 02/24/12ewaj N.LS er. JK o R US > hn n FL -11000.3 40 NNAq 49 13 77 .15 MIN.Z C•SP4K I t e ti t11Z 7 rrrfl 1111 O 0o a zoo baa d f. The afdMb k dfrmat set We the Jamb wfih (72) hem /43 o BB x 2' pfls Wood carew. There are 73 4) at 000h wrUaal Jamb• from the top down at 76 73,5 , 31'. 48.5' & SC.. fire aro (2) at the 1,1/4'AtItL 21 t8 header at 4' from Ne miWds corners of the DAL fryp.) frome. There are (2) at the sat 4' from the Mm outside Comers. N' 1 HORIZONTAL CROSS SECTION fe 1-1/4' Wk 49 DAB. (tYP) 1SA4N. i7 13 45 6cow 43 7 T i frL •'vX1OR70 ACTK cl IA 36 W. ITy••Y yi'i 43 SEE NOTE 1 yr e a EXTER) e. 21 ovC W24/12 i 9 10 16 SAM 12 43 KM y q m, or, ,AC 22 NORIZONIAL CRM SECITON r" l HOPJZONiAL CR0W SECRON fXf)]t10R Duna X04 e 7 7,-J 78o'm FL -750003 w Lor12 O s II MULUON I1 Imn 1 1 ll a9 It REFERENCE II TYP. HEAD II Aft do JAMBS I I 11 I I MuwoNHMN II II II II II II MASOOR NRY 49 II REEFFERRENCEE 1 I Ho OPENING TYP. HEAD 1 MULUON II Il REFERENCE II II II II 11 k JAMBS t SHOWN FOR II s t REFERENCE II 11 t II 11 p II p 2X BUCK u tg II rrh j)jtjilt om\ t````12 00 II Y ASTRAGAL II II p SHOWN FOR Il m a y ° n, JAMBS I I p REFERENCE 1 2Ja 2 II p It II t II L` i I A5IRACAL 1[ 1 II r 1 If p SHOWN FOR t REFERENCE DOUBLE W/SIOEL= BUCK ANCHORING MASONRY OPENING CONCREfFANCHOR NODS: t. Con co"uhorbeorone otthe enmor me/be aOtafed to mot ab the mh 2X BUCK edge d3lance to mortorjotnh. 2. Concrete andtortocattomnoted osSNAX.ONC'9Mrrr,tetbeacOmfedto mahtaln the min, edge cfls a to mortorlobft oddtiond concrete onchm moy be requfed to ensue the %1AX ON C9VWdnem)on ae notUceeded 3 ConveteandiwartcNe: nW o 1/c 1-1/M M' rTACON / ELCO t/4" 1.1/d' i' 4• YXTRACON 4 Tr II MULUON I1 Imn a9 It REFERENCE II TYP. HEAD II Aft do JAMBS I I 11 I I II II II II II II It J'A1MULLION Ho c x? 49 Il REFERENCE II II II II 11 s MASONRY OPENING p rrh j)jtjilt om\ t````12 00 TYP. HEADL 1 N a y ° n, JAMBS 2X DUCK —\ 1 2Ja 2L` i I A5IRACAL W p SHOWN FOR t REFERENCE t 4 Tr II MULUON I1 II SHOWN FOR II a9 It REFERENCE II TYP. HEAD II do JAMBS I I 11 I I II II II II II II It J'A1MULLION Ho I SHOWN FOR Il REFERENCE II II II II 11 MASONR1 OPC4INC 2X BUCK it 0 d P.z e° a 02 4 12 ne N.T.S. 0.0 JK a s tro US ; aero r a FL—)b000.J o aur --4 I- o 0 24 12 S 24 ASTRACAI DEM Me Dm IV n N.11 n 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP m e: Lis AND THE BDTM?vL CRUM W, FL -15000-3 I r g goo 3p h f$• o 0 24 12 S 24 ASTRACAI DEM Me Dm IV n N.11 n 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP m e: Lis AND THE BDTM?vL CRUM W, FL -15000-3 THERMAITRU THERMA TRU DOORS ile n.even.... am. *DOOM!.. ON tl517 FIBER CLASSIC'/ "SMOOTH STAR" 8'0 INSIMNG w/ & WOUT SIDELITES FIBERGLASS DOOR wowmPAcr Ca84MAL NOTE 1. ft pmdud hta been evalroted aM istn aomplance with H+e Sth EdMon [10141 Aoddo BUDAV Code pq rtrjc t requDanenb itdudnp the wh veto* Hurmicane Ione piVta 2 Product airi+msdmtl bem rated aM spaced as4 oe n on Cetdb Andiae„edrnad to boss motedd sbdl Da faeyon0 wal ryas9rro arducoo. 3. When seed b tto? VHr ff* product IT mAdm d to be pmkded vAh an Impact,edstont coveft Mol aorrip6m va Secion 1646 of the FDC. 4. Whensaed In crew mWe of the l?YHr racILOnglved bome debis lxoiac*n Mt product's to be protected wI%an h,rpdd reshioM cove ft Thor coa,phsvtlbSadon 16!9]2*[ fie Tilt S fu 2t dud I arft cotstmfbmarict ft of M,ero bdtcand be Me sane asttrat dwvm fa 2r buamasonycorshuctbn 6.SltecandTmm[hotdsvictefrom theaetoDrcdfhadlawkVm L*eLrAherenghewbVanrr *by a lirad wVhm arregaMmd amhdocL 7. ft product dors root rnaetThe wrierDdDoffmmquterrmftfor The 1M1t W.Wv VWad,olbe DutaAed city to nwftbHdbb arm or orhahleble locokm protected by an ovwhn or cmwpy such 4falt o aMle belwem the edge ctcmwpy or avmhxVto alt a lea than 45 deq— 2 3?JVMAX OVE ML HMhQ%VM SEE M AIL A•/ , S71M 6 S L1 1R?+E w1S7o rrs_r rrsnroo r_a±rr woto MAMEWIDTH SEE DETAIL A'/ SHEET e 9 J a 4 I'V SEE DEV& A'/ SHEET 6 3 S 47.0 1 47.0 1 +sac 1 •6a0 to s• I FL -750M4 I I1DIEOFCCAI1FF113 S1iFFTf DLSGlfPfNN t rti.d pramrrea6penvdrfoles 2 Door m ddab bs1aE 3 deim 4 Sidelts ponW dddbb delob S vedkalcoasedlots 6 Notmideasseclors HodmtdcwassecfiDm 8 mirk 9 flame 10 fvarno I1 IZ of h Campo Deaft 2 3?JVMAX OVE ML HMhQ%VM SEE M AIL A•/ , S71M 6 S L1 1R?+E w1S7o rrs_r rrsnroo r_a±rr woto MAMEWIDTH SEE DETAIL A'/ SHEET e 9 J a 4 I'V SEE DEV& A'/ SHEET 6 3 S 47.0 1 47.0 1 +sac 1 •6a0 to s• I FL -750M4 I 55 R IA 5 56 I* C=O'o,a 54 itY o yi ' jt' S`at '1,'.• :.... .. .. ..•%a ^fir• •,••......•'• ` 'Co 4:s' tt:i R's '`:.: w' J•"' • a•,i '':• r•:t• •: j.i .. +/Iff11f1 t ioe oi: ':i' •;:ry •1 . .7, .+. t ri. ny ':i.F.e'•;+; ^..+! I r: j .fit' o tti 4 +: t i ,a..'lwi, i1 .J; p .. :'t':• 6 .tj.t a ` o' 3 •'t`i is.1•':..X:1.''*a.t.'h s.i.;' :::. r ' C v z 36WMAX Es acv DOOR LhMEMOR i ;t:y; x ugughalsnGPANGWID1H - HORRONUL CROSS SECTION w:'•a t' 2 DOOR PANELUlm z 403J'— +! r i I I ,.s,r ins INMRIORviq8cs m UTCN SlilE 54 lOP RA2 Y+'j-, SAf00TN STAR) STAR) c•!. SNOQTFI DOOR PANEL Smooth Star —^1 l.11 —.-I Isis V, LM R44.a um 02/24/12 °a 56 NIN6E SRIf BOTTD{t RAIL 2 VERTIfAL CROSS SECTIO Y N.TS SMOOTH STAR) 57 SMOOTH STAR) 2 DOOR PANE. aror on LFS 3 CAMM Ww a FL-15OOM4 0 sw -Z_ ori o0 K 38 4 38 : • ; ` .' i 1 t = t3 r * a: '• TB • r 16 : 80 13 S1 13 V ,,rrrrrq#ut `,` Bo e 17 17Era 1 I • r J IsO.1 L 1 44 AS so 42 39 It.s T b 7 8 ''.'G L' Lj ,C :4 ' 43 17 l ~i] hi J: SEE NOTE 1 T_ j 47 r' SEE NOTE 2 34t. ! c. 1, r 462044 • r 1 y.. 30 SBR IMMOS d .'.. trN X 5 r.T .JJ• 47 V t..r.:. 46 v 46 SEF NOTE 2to47 r, S i•:'i'' c• i ' 'y etir S VERTICAL GROSS SECTION y {•. , r 'S Shown w/1x sub-bu:k 28 40 oPTIoNAL SURFACE BOLTS ON AGTNE PANEL a 19 30 19 )0 ( SEE DESIGN PRESSURE CHARY) Q 31 14 Q 1 _ )3 r - 11 :?iY SEE NOTE 1 Nom. o e ' : , s . •' 1. Tho sida0to to direct ast Into the tomb with (12) 4 a ' ' • ' i ' Item j43 a /8 x 2' p1h. wood somw. There are (4) $ at each vertico, Jamb, Imm the top dem at 13-51. n r .. t7 31', 48.5' At 66' Thera are (2) of the header at ot>£02/24/12 4' from the ouWds corners of the frome. there are 24LP N.TS 2) r13 0 )F8 It 2-1/2' pRL wood straw of the gm ee dK s sill, 4' from the outside comers. OK, me U'S d 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 2. OPTIONAL SURFACE BOLTS ON VMS PANEL oeaos ra_ ^ 5 5 (SEE DESIGN PRESSURE CHARY) FL -15 or 12 c am 6 a 9 y,........, Q 38 Ql f u 9b SEE NOTE 1 1. The siddtte is direct set Into the jamb i"/, ! lJfltttlIJwith (12) rem 143 q !8 x 2" pRl Weed l- k screw. Thele are (4) dt each vsrt7aol 4 tf e jamb ham the boa dorm of 13S. 31'. 4a r h 88'. Thera are of the header ACi1VE e r a Q W V1 at 4' from the outside aamsrs of the g q 2 home. there wu (2) 113 a 18 x 2-1/2' yAs Brood oci" at the &A 4' from the L S' `•,ti It rr-'M 1 m u s es eutsiee ooMom INTERIOR S6 4r Z9 45 44 DETAtL :1• k177aOPTIONALSURFACED01.73 ON ACTIVE PANEL I-IMMM. SEE DESIGN PRESSURE CHART) Fath. {11'Pj JfnZVO6 3 NOR120NTAL CROSS SECTION 611 22 a0.16'MW. 39 c4 K 24 i8 43 8 7 SEE NOTE I 27 D 7 33 1rJ1CTIVE Q ACTIVE 10 r9MI0B C1 h U ti e v••. t: j, :i ii. til.* .. ti'fR •} < L Lt < l 13 1t$81Q8 44 36 4 0 8 ID 37 45 oat 02/2#/12 Jj>8 stet N.T.S. re t s dHORIZONTALCROSSSECTION2HORIZONTALCROSSSEC77ON onr¢ l a, FL-15000.4 nBe 0° 0 MASONRY, 2X CONCaMANCKOF 1. concrete anch"Jacadors at fhe caroms nW be c*mted fo mdnfeln the mh edge dbtance to moral jdMt: 2. ConarefeandtarbeaAorsnoted as MA7XONCZWMrmurtbeadhatedto mdntdn the n*L edge ddorroe to mortaJofnk addffwd conaefo ondb= may be requhed to ensure the 'MAX ON C9?W darranfon are rot oraesded. 3 Concrete anehartabW lAlg.! ' t,i;}i}AR4NF_ lFk iiARiW + 7 ; 8 1 o TA PCON° 1 T 11 }g 1 II 1/4'141'r MASONRY II I( oPEriwc II TYP• HEAD I I t TYP. HEAD , g JAMBSASTRAGALII1 II JAMBS `ASTRAGAL 1 SHOWNEV ASHOWNFORII1REFERENCEII tFCOER i - V B II2xSUCK -/II U B II B N-MuLuoM 1 MULLION—A e 1 II SHOWN FOR 1 SHOWN FOR II REFERENCE i REFERENCE allIINo it I II D leDlooR AWK ANCHORING II 1 li II 1 II II 1 11 y,t DouBti DOOR W/SIOELM BUCK ANCHORING t. _ MASONRY, 2X CONCaMANCKOF 1. concrete anch"Jacadors at fhe caroms nW be c*mted fo mdnfeln the mh edge dbtance to moral jdMt: 2. ConarefeandtarbeaAorsnoted as MA7XONCZWMrmurtbeadhatedto mdntdn the n*L edge ddorroe to mortaJofnk addffwd conaefo ondb= may be requhed to ensure the 'MAX ON C9?W darranfon are rot oraesded. 3 Concrete anehartabW II II II Jg II II II d< JAMBS I I II II I II II _ MUWON II II SHOWN FOR II II REFERENCE II 11 J I I 111 II MULLION III II SHOWN FOR II II REVERENCE II II II II II it II 2x 4a lAlg.! ' t,i;}i}AR4NF_ lFk iiARiW + 7 ; 8 1 o TA PCON° 1 T ELCO, UITMCON 1/4'141'r II II II Jg II II II d< JAMBS I I II II I II II _ MUWON II II SHOWN FOR II II REFERENCE II 11 J I I 111 II MULLION III II SHOWN FOR II II REVERENCE II II II II II it II 2x 4a 4- O i •'• • r7 ; 8 1 o 1 Nit f -'Q o_ C t TYP. HEAD , J JAMBS `ASTRAGAL 1 SHOWNEVA 7= tFCOER i - V zsi B e 1 d D leDlooR AWK ANCHORING J 4' a THESG (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF 777- 7 O MASONRY 13 w eutMNSTNJATIOH rro r MASONRY rtt*tt1 t3 w/1X eucx 1 8Rs F gg8 OPENING w x But 4 g OPENING IwN SfAU,O1DN 15flLL1w7 1otti 3. N m W 3 FRAME 43 TYR HEAD & FRAME IMP. HEAD d flP. > AUBs a BUgK JAMBS o Boot 2X SUCK i z( BUCK EESEE SEE DEEM OEWLWL DETAIL SEE D£TML 3• ,: !, 7YP. SRL 1, IMP. SILL 14 IlOUtiLE DOOR W/SIDELRFS CONC217FANCHOR NOTES: 1. Concrete anchorfocaffm at the comers maybe a*afed to makdc h the mix edge cbtnce to ncd richtL 2 Come:aancnorlocaHantnotedas9NAX.ONCENTER'mustbeCoNsfedto maAdah Me mh6 odgo dhtanca to mator)DkM cdtiEond convete onMds maybe mgtBed to ensue the %LokX 6N C84 W d)mortdon acre not eameded 3l Conoeteandrortatib: fio z',G - rrw . 1/S T•1/t' r 4' TAPCON IT*- 3/Ir 1.1/4' rTAPCON WOOD SCRBY MALATION NOTA 1. Mchtch a mhbnum Sff edge d itonm,1' end d rbnae, 6 1' o -c 3pochg of wood saaws to pmventfhe spf.frng of %vocL L_ A- NEW 9L A' SMGLE DOOR W/31DEIfi"5 13 49 30 30 IISTALLATION2XSUCK1 0 1 31 13 w/J1x euctc 1NSfALLAMON OETAIL 3' DETAIL '2" ASTRAGAL & SURFACE SOLT STRIKE PLATES ® HEAD 13 1 31 13 o 0 30 DETAIL '1' t1EwL 141 SURFACE BOLT STRIKE PLATE THRESHOLD I FL -15000.4 I rro r rtt*tt1 X11 1 8Rs F gg8 4 I FL -15000.4 I a i I t DETAIL i' tv SEE 13 vac eucsc — MASONRY INs/ rALlum1% OPENING 39 W/11 micxIWALLAT10N TYP. HiAD a WAS = c FRAME b 2X SUCK -\.SEE 14 m' sn l DETNL '1 SE DETAA '3• VIEW 'a, -•B' DOUBLE DDDR CONCIit3EA ORNR 1. Cbnaefe andxrrl000lfons of fhe commis moy be oQNsW to mal,tr>in the mRL edge cbtw ce to mortarJohk 2. Comrofomtrhorlocalbranoted as AWCONCENTER rntstbeadlj vwdto mdnfa?r ft m6L adyedldonce tomolfarJo M addlbonaiconcmfe arch= may be req Aud to ensue the *MAX ON CENW dhwoon are nol weeded. 3. Concrete onrhorrobfw ICS - 921M vv,+?. kQ dr:.-crN.? f 3=z! SJfsiZ•==.A .:.• '»._ .' 6at71[ic nw TAPCON 0 1/1' 1.111' r 4 1[w 1.1/r1.11c' 4' 3• LLPCONe 311 SCRLiV fNSJALLAt1ON NOTM 7. Mai o n,Cnirtwm Wedge distance. 7- end daforam- a 7' o a Awdrg of woad mews to prevent thespO tpoTwood N 2x SEE DETAIL '4' vREw W. 'c• A- P s w/sx oucxktATION 39 w//tx IiUO% PSfALLA]IDN Tm mw s JAM seed G DETAIL 5' Yr. SILL - SMCLE booso n w/1X BUCK INSTALLATION 13 12 >rrALUTION 13 10 10 eE rwrt , 10 DETAIL 'S• I/IX BUCK soNSTALLATION NIX BUCK 13 0 DETAIL 4' 11, 49 0 p JO tY/2X BUCK f3 31 31INSTALLATION w/,x BUCK 48 INSTALLATION DETAIL -2.2• 6 ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD d3 n z 37 31 = o - mb 02/24/12 90 0 30 sn,a ^LTA s OIIZIL -yLL 'i' om an JK n a°' SURFACE BOLT STRIKE PLATE or L75 i 0 THRESHOLD ° NOa 1 Rc a1J000.4 s+ar m ort w0 a o••.. b T In 1Lw ia3r 7DAr 1Bb' 14.53 v 27 27 7YP. 7YP. Z 4.S u 32S 325 2, 1910' r oas 47S oab3r,-II-- 4 SEE NOM v 8 4 d 0 A II DJV-- h NOTE AVMCAL DEM sun aAe 02/74 12 x.rs S Mr. sn & u 1. THE ASTRAGAL BOLT HAS A 3' TH?OW AT THE TOP AND THE BOTTOM aor •p+ c R.—iS00Q4 a Y a] Raw DOMPSalf 93*W I FM oA= Me a21 NIL 78C EMM 1n N"# -Tv bu yw rnm30 06EW- toxo F3994 U Win sr s tr M BY Mm"Ll Wh rw wo ft*)A= Fc icr RAL IWO COfOtOARE pgA/q FC W01 S7At 1giFImE mamm me SAati 0 M WON RAL MM Oaf LJUtpardm FM f„DRf590N WELINOM Arr Im R LM P C > HAa Mr 7hX WILL to 10 r < La PIP NDOD SMW SUL it lAlS01RY - JA00 PSt 11N CORCREIE Lw009dIC 7O A0Jettl1toulAelnofoorallarNcmAmrrso 00hum 12 10 r 2 Lr MN GOOD SCIEV Sim r 2 t la SCRDr SlIn t r 2-t 011 PAIan OfElm Is Stoam tfoltouWN .am Ix7Rlx/ID wnt if a am so >• IN MOD 17 1rAc t a• sref COQ - Sr AIM SCARS t SII! AISM 59M 79MVW troop snag Etta s>yaa mm aue s>a Ilav 2S xllr u MAW - SIo1N 2F MLENO NE ARAM wRmRP, JFA ASM" NPI E017 s, NIDE 3ttT RFLI Eft AILSONIRII i Ix AKK u >. NooO 22 D r 1-i La r"M SINEW, SML 23 Yoom ODOR d0110Y SIM Will. s-te r w AAfalss sim 30 MACE OV SA:AE AAF gin 31 10 r 2-1 PIAIUPS RADW Moo -Sm SIM 43 FIASrr LIP0% 34 PLASM LP ulE 11 SRT MAW AW PMVXFA PRD; Sm 5EE ux Slat U to r I- r fa FM vow sew SIM 33 1/4*, 2-3 4 PRI Olt! OR AVIV CMCRM SCRL'N am R t r AVM PRf 00dJ3T[ sow sum fAWC 75! SLCME 411 l-10 r t 1 AAMV S08. r J• LG IAC 1100) 31rEM SIM 7 r J OIARIfR RDNID NAGE4 APHID FAt 1100) 45 1 L r Dt0 0l St1D 7744 ANA, SRS 46 A'Fs SMA CE RRT .ZS 57@1 Sma 47 114--20 Sly BW M t JUMV 00 Sim 6 r J-1 RP PEN MME" M11, r= -M- STIR 49 Sim 144'r J-1 4 IIt1 PER f MEME SOO SnE 34 35 nOpJ COMIVE A fA. 11000 OOfIr0.9tE 58 SS )AVE S7xt 54.LA! s) a EonOAI TOW CtiTME Ate• --y T v . T,7, -.j7= _T F WWI? rMPOMFlNGFFJOINTEDPONDER054 NNE;. SW0.43 r a _._, it _.• ,.-a..•• r 1.6 rJr Fr' LRtI S a.RAr•AAe DOM Rorrau Swn7 VINYL .080' MAX WALL, -- 0.75' UK WALL @I==-== 9O7TOM af) 0.09' EMWO YM& WALL Ism 3 IM I FL -13000.1 I O pgA/q fill 16 SURFACE BOLT aVFS. .2' SfEF11 30 SIM BOLT SMIkF PIAM ! 7as' crr } Ate• --y T v . T,7, -.j7= _T F WWI? rMPOMFlNGFFJOINTED PONDER054 NNE;. SW0.43 r a _._, it _.• ,.-a..•• r 1.6 rJr Fr' LRtI S a.RAr•AAe DOM Rorrau Swn7 VINYL .080' MAX WALL, -- 0.75' UK WALL @I==-== 9O7TOM af) 0.09' EMWO YM& WALL Ism 3 IM I FL -13000.1 I R .W R W Building Consultants, Inc. B Consulting and Bngineering Services for the Building Industry C P.O. Dox 238 Whim, Fi.3359S Plwnc 813.659.9197 FlorWe Doordorpmfl idoml sndnms catinmto of AwbodtWoo No, g813 Product yEg1g0!'8,1p riL R•);l.nDa++ 1. Test 1300ort No. Test Standard Category Sub Category Manufacturer Product Name TEL 01460338-A,B,C Swinging Therma-Tru CorporAlon Fiber Clsssro" /"Smooth Star' Exterior Exterior Door I IS Industrial Drive 810 Inewing w/ and w/out Bldelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door ETC 01-741-10703.0 TAS 202-94 Phone (419)299-1740 Non -Impact, Soaps: This Is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Sphmidt, P. I— (System ID # 1998) for Therma-Tv Corporation based on pule Chapter No. 61G20-3, Method ID otlhe Stated Rorld3 Product Approval, Department of Buslness & 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. twfations: 1. This product has been evaluated and Is in compliance with the 61h Edition (2014) Florida Building Code (FBC) structural requirements including the'Hlgh Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detalla. Anchor embedment to base material shall be beyond waft dressing or stucco. S. When used in the'HVHZ" this product to required to be protected with an Impeot resistant covering that compiles with Section 1826 of the FBC. 4. When used in ureas outside of the "HVFO requiring wind borne debris protection this product Is required to be protected with an Impact resistant covering that compilesIles with Section 1609.1.2 of the FSC. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buok masonry construction. 6. Site conditions chat deviate from the details of drawing FL -15000.4 require further engineering analysis by a licensed engineer or registered archtteot. 7. Inswing configurations do not meet 1he water Infiltration requirements for the °HVHZ'. Inswing units shall be installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to 810 Is teas then 45 degrees, 8. See ftwIng FL -16000.4 for size and design pressure limitations. suppoll/ng Documents: yEg1g0!'8,1p riL R•);l.nDa++ 1. Test 1300ort No. Test Standard TEL 01460337-A,B,C ASTM DUOS-43,ASTM D1929-96 Anchoring Anchoring RW Building Consultants, Inc. (CA 49013) ASTM 52843-99 TEL 01460338-A,B,C ASTM D636.03, ASTM D1929.96 Quality Assurance ASTM D2843-99 STTS00001 ASTM 62945 16427-107362 ASTM E84 -00a ATI 67608.01.106-18 ASTM D1990.96 ETC 01-741-10701.0 TAS 202.04 ETC 01-741-10703.0 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 Testing LabaLftry Signed by Testing Evaluation Lab.,lnc. Lyndon F. Sohmidt, PX. Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. Sub Troploal 'testing Omega Point Laboratories Architectural Tesiing, Inc, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,inc, Testing Evaluation Lab.,lnc Arowincl No. Prepared by No. FL 15000.4 RW Building yEg1g0!'8,1p riL R•);l.nDa++ Consultants, Inc. (CA #9813) c4 ty Calculations Provared by r >r /°I f. :., -0 Anchoring Anchoring RW Building Consultants, Inc. (CA 49013) ASTM E1300 Class Load Lyndon F. Schmidt, P.E. Lia Quality Assurance o Certificate of Participation issued by National Accreditation and ManagemeN. Instituto, oerGfying that Therms Tru Corporation Is manufacturing products within a quality assurance program that compiles with ISO/IEC 17020 and ti; •;` ; . r .; Outdo 53 z i,:;; ;.: •:: . '„• .y, Shoal oil rc s?-sri Lon Hicks, VP Operations William E. Rtdh, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark. D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Iwed & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. SchrnIdt, P.E. FL PE No. 43408 2/2!2016 t Florida Building Code Online Page I of 3 Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeu@mlwd.com Authorized Signature Brent Sitiinger 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 12/31/2015 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 Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Ell affirm that there are no changes In the new Florida BuUding Code which affect my produd(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A htips:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?paiam=wGEVXQwtDgtH8572gvd WI... 8/31/2015 j DOS Nome Loa In Veer Registration not Topic SubmP Surcharge Sbb a Facts pubnauces Fac stair ecis sue Map Unia Search Bus1nes3us_n lroUsmsiIproduct Approval hbecuW Regulation Product Approval Manu > Plodpn er Aodlolion Sean h > Awlatbn Lig > Applicauon octal) FL # FLLS332-R2 AppUcatlon Type Affirmation Code Version 2014 Application Status Approved Comments Archived M Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeu@mlwd.com Authorized Signature Brent Sitiinger 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 12/31/2015 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 Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Ell affirm that there are no changes In the new Florida BuUding Code which affect my produd(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A htips:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?paiam=wGEVXQwtDgtH8572gvd WI... 8/31/2015 Florida Building Code Online FLIS332 RZ COC FLI5332-COMP.Ddf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Daps Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products _ Page 2 of 3 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80' NON- Approved for use In HVHZr No REINFORCED Limits of Use Installation Instructions Approved for use In HVHZs No FLIS332 R2 11 08-00500C.Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE SI08078.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIFS 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00498C.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 FLIS332 R2 AE 510805B.& PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4106' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968Apd PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'06" Limits of Use Installation Instructions Approved for use In HVHZ No FL15332 R2 II 08-02249A.Ddf Approved for use outside HVHZ: Yes Vesifled By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.adf PRESSURE RATINGS I Created by independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143'k96' Llmits of Use Installation instructions Approved for use In HVHZr No FLIS332 R2 II DB-02250A.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 FLIS332 R2 AE 512970A.ndf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 It 08-00499C.Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108060.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420IALUMINUM REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No F115332 R2 Il OB-00501C.odf Approved for use outside 14VHZI 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 FL1533Z R2. AE 5108086.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD )00( 143'x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No ra 15332 RZ It 08-00502C.od( 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 Fl I S3v7 R2 AE 5108098.odf PRESSURE RATINGS 1 Created by Independent Thins Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143°x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Fusna R2 II 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Prossure: N/A Evaluation Reports Other REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 51081010f PRESSURE RATINGS Created by Independent Third Party: Yes 8*dr Neat UnuQ Us:: law+ North Monroe Siert TeOehasne S. 32399 Phone: sO-4671924 The State of Fiends 6 an AAMW employer, Com"0111 2007-2013 Siata or SwWa.:: t I A=3sfba1V 53tanwat :: Refund SdtemoM Ueda SUM* taw, email eddreasas aro pubOc recoils, if you do not want Your e-rldl address rdwed N response to a publk-records request, do not send dnxbonk mail to this enUly. Instead, Contact the d9co by phone of by b-adMonal moll. If you two arty questions, pleas* contact 850.487.1791. -Pursuant to SecUa1556.275(1), Florida Statutes, eRec&wa October 1, 2012, Ikpro*s neensed under Chapter 455 P.S. must provide Na Oapartrnent hath an roue address N Ulay hm one. The emsft proddod may be usad for oBkAI cemmudeatlon with IM OansY. Hevnver ema0 addresses are pubik record. N you do not rAsh to supply a personal addm w, please provide the Doparbeeat with an eno8 address wldch can be mad* available th the public. To determine 11 you are a kensee under Chapter 455, P.S., please dkk DSM, Product Approval AcWts: er"NAVE https:!/www.floridabuilding-orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtl48572gvdWl... 8/31/2015 COTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELEC71ON OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR EVGIVEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NDT USED LN THE DESIGN OF THE PRODUC-7 SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: =MUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E13DO-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO Be 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCr1DRS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. =0R ANCHORING INTO MASONR:'/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO.ACHIEVE A 1 1/&- MINIMUM EMBEDMENT INTO SUBSRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12. FOR ANCHOWNG INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LLIGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S40WN IN ELEVATANS 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 SIIALL 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. TYKE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063 -TS 1/8- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0. XX. XP. PX. XIP. PDT TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I RN I vsrFwna I GArc I AP>R040 1 I A I ADDED FLANGE A.YD FIN INSTALLATION 1 12/10/13 1 R: - MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 42D SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES V.L. OB -02249 SIGNED: IW 62013 6" MAX SERIES 420 SGD REINFORCED WITHOUTADAPTER EXTERIOR VIEW DESIGAIPAESSLIRERATWO 9dPACTRATIIG t35.oPSF NorrE WITHP•1N32'SILL SEE CNARn M AND A2 FOR OTHER LIAFM RATINGS DESIGNpRESSUREAATING I11pACTRA7?N2 25 LV -28 6PSF I AKWE Km 1-lo?,SILL SEE CHARTS am AND 04 FOR OTHER UNITS RAnNQS CHART41 WI 112.7/32' SILL WHERE WATER I ALTRATXW RESISTANCE IS REQUIRED. SEENOTE9 SHEErt Dodgn protra/e chary omo Pmo Lel aro TOW Frofft VAXh J* roloat ISA 1 A10 I 42O 1 IAA 5400I MAO Iu00 eRm pe4 X10 I Pa INe• Pot I Ne9 I Pas I Hey el0 40.0 A ID.O SO 40A 7 0 420 10.0 W. 4D 3 +AO aQI SD. up31A 814 1 10.2 1 37.1 37.1 pap40.0 49b I 4U 1 4361 1 UA 1 S•.+ 1 aS0 LMJ CHART02 WRH21Ar SILL WHERE WATER MFRTRA77ON RESISTANCE IS NOT REOL) RED. SEE NOTE 9 SHEET 7 Design presswe obar7 (04 Tetal Ran VAXhM a40 1A.0 420 4c0 Ta) 10,00 7200 ALSO Par Meg poA Hep Pat Neu Pm 49 Il0 bL. Ll. .1 42.0 410 Ab A32 652 4•A pb S•A SAA SIO 62A 1Q.4 4•A 4 Opp •1 MO WA 1 4 MID 0 eluLaoNa p6fp0•IDN 0A1[ AaA10/m ADDED FIANCE AND FIN INSTAUATION 12/10/13 R.L CHART0 WITH 1.111" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOT 9 SHEET 7 Deslao p niw. 14i1e1f ( pss Petrel W 7a,alFlu,c WLa 1M4a, PIL- 0 1 no 420 41.0 4ppp .01Ap pas I Neu I pas I mg I pas I Noy Pet I K's eco 26.0 47A 75.0 N.7 25.0 a7A 26.0 x4 LLO 1 asS 1%, 2Sb 322 ago a 410 1 210 1 37.2 1 5.o I 3.2 a a eco 2U 1 40.7 1 250 1 $1.4 1 25,0 1 a b CHART& WITH I-IN'SLL WHERE WATER INnLTRAT1CW RESISTANCE (S NOT REOUIRED. SEE NOTES SHEET 1 Dedgn pletsuro ebin (p+11 Avg - 9 Petrel Am Tau Fmm W010 (r0 aL01 4ab 1 41.0 7'200 OD Pat Nag Paa Neo POA I Hep I Pat N49 41.7 41] 37A r.-Kol Sia 2 411 42• 1 2 2 -1 4k7 1 40.7 1 35.3 1 35Z 1 31.431 . CHART 05 umber dentAo/Ioestl4N I#ane Sa,ORnaeeOTwlF W Nddla rO Mtn a40 MD 110 p1O h) 640 720 .0110 NSS Amb NAt .sma Nis Jams meA04 s20 4 s s e 6 e AAA 4 e s e a a MI WINDOWS1001 CRDS LLC 96' MAX FRAME MOTH W. CROSBY CARROLLTON. TX 75006 ANCHORS TO BE EQUALLY SPACED ANCHORSPER LOCATION SEE S SERIES 420 SGD REINFORCED WITHOUT ADAPTER'*• FOR NUMBER OF LOCATIONS REQUIRED 6' MAX I I 6' MAX 6' AX AME IGHT I 8' AIAX 6" MAX SERIES 420 SGD REINFORCED WITHOUTADAPTER EXTERIOR VIEW DESIGAIPAESSLIRERATWO 9dPACTRATIIG t35.oPSF NorrE WITHP•1N32'SILL SEE CNARn M AND A2 FOR OTHER LIAFM RATINGS DESIGNpRESSUREAATING I11pACTRA7?N2 25 LV -28 6PSF I AKWE Km 1-lo?,SILL SEE CHARTS am AND 04 FOR OTHER UNITS RAnNQS CHART41 WI 112.7/32' SILL WHERE WATER I ALTRATXW RESISTANCE IS REQUIRED. SEENOTE9 SHEErt Dodgn protra/e chary omo Pmo Lel aro TOW Frofft VAXh J* roloat ISA 1 A10 I 42O 1 IAA 5400I MAO Iu00 eRm pe4 X10 I Pa INe• Pot I Ne9 I Pas I Hey el0 40.0 A ID.O SO 40A 7 0 420 10.0 W. 4D 3 +AO aQI SD. up31A 814 1 10.2 1 37.1 37.1 pap40.0 49b I 4U 1 4361 1 UA 1 S•.+ 1 aS0 LMJ CHART02 WRH21Ar SILL WHERE WATER MFRTRA77ON RESISTANCE IS NOT REOL) RED. SEE NOTE 9 SHEET 7 Design presswe obar7 (04 Tetal Ran VAXhM a40 1A.0 420 4c0 Ta) 10,00 7200 ALSO Par Meg poA Hep Pat Neu Pm 49 Il0 bL. Ll. .1 42.0 410 Ab A32 652 4•A pb S•A SAA SIO 62A 1Q.4 4•A 4 Opp •1 MO WA 1 4 MID 0 eluLaoNa p6fp0•IDN 0A1[ AaA10/m ADDED FIANCE AND FIN INSTAUATION 12/10/13 R.L CHART0 WITH 1.111" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOT 9 SHEET 7 Deslao p niw. 14i1e1f ( pss Petrel W 7a,alFlu,c WLa 1M4a, PIL- 0 1 no 420 41.0 4ppp .01Ap pas I Neu I pas I mg I pas I Noy Pet I K's eco 26.0 47A 75.0 N.7 25.0 a7A 26.0 x4 LLO 1 asS 1%, 2Sb 322 ago a 410 1 210 1 37.2 1 5.o I 3.2 a a eco 2U 1 40.7 1 250 1 $1.4 1 25,0 1 a b CHART& WITH I-IN'SLL WHERE WATER INnLTRAT1CW RESISTANCE (S NOT REOUIRED. SEE NOTES SHEET 1 Dedgn pletsuro ebin (p+11 Avg - 9 Petrel Am Tau Fmm W010 (r0 aL01 4ab 1 41.0 7'200 OD Pat Nag Paa Neo POA I Hep I Pat N49 41.7 41] 37A r.-Kol Sia 2 411 42• 1 2 2 -1 4k7 1 40.7 1 35.3 1 35Z 1 31.431 . CHART 05 umber dentAo/Ioestl4N I#ane Sa,ORnaeeOTwlF W Nddla rO Mtn a40 MD 110 p1O h) 640 720 .0110 NSS Amb NAt .sma Nis Jams m eA04 s20 4 s s e 6 e AAA 4 e s e a a MI WINDOWS1001 CRDS LLC RE LIo4' W. CROSBY CARROLLTON. TX 75006 5 1`\ G 9''' 4 r,•8i-' d+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER'*• 0 * 9 z 96' ELEVATION 9 TATE OF :err7E. v.L. 08-02249 10 9 M FR HE BS' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHkU 16 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r — j 6' VAX I S' —MAX 91'm RivJ•'fettl lJlW6N ILil 6' AX WE GMT 6' MAX no sAo no aL.o SERIES 420 SGD REINFORCED WMHOUT ADAPTER EKIERIOR VIEW DESICNPAESSURER1flNG IMPACTRATWO t35.OPSF NONE wimaiarsru SEE CHARM 01 AND 92SHEET 2 FOR OTHER UNITS AATMW DESIGNPRESSURERATING IMPACTRATING 45.W-28.6PSF NONE Wim I-vr S)u SEE CHARTS SO AND 94 SHEET2 FOR OTHER UNITS RATINGS CHARTIM XMbW W. -Aar lee•OeJgJgn)n0 91'm RivJ•'fettl lJlW6N ILil no sAo no aL.o cao Tso ate su NAS bme HAS J&V* NAB bm6 HAS bme ao e s e e • a o o n s e a s s e sss • c c e c • e e no a 6 6 6 6 e a 5 3/B' - 7 2 1/32- 2 IJ32' SILL ALUMINUM 800-T5.055THICK 5 3/S' 1 1/2- 1112- SILL 2" rIrrSILL ALUMINUM 6063-T3.055THICK 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR U U INTERIOR VERTICAL CROSS SECTION KWD FRAA4lN3 OR 2X SUq(WSTALLATION NOTES: 1. INTERIOR AND ZaERIORRNJN SMOTHERS, NOT SHOKW FOR CLARITY. 2 PEIi41ETER AND JOINT SEALANT SY OTHERS TO SE DPSONED W ACCORDANCE WVHASTME2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL XE SHEET 3 DR SILL OPTIONS MIN. IENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMS INSTALLATION DETAIL WOOD FRAMING OR 2Y BUCK INSTALLATON MI WINDOWS AND DOORS LLClow 1/2' MIN. W. COSBY CARROLLTONRTX 73006 ntv oISu 110M °">f " Z:40 EDGE DISTANCE 9B" x 9IOFRAMEINSTALLATION DETAILS A ADDED RANGE AND nN INSTALtATKIN 12/10/13 R.L i'R1p 1 3/6" MIN. AA WOOD FRAMING OH -022492 EMBENT oaF NTS 10/30/13 4 OF 10 OR 2% BUCK i BY OTHERS 1/4' MA%. SHIM SPACE MAX EMBEDMEENT10WOODEMBEDMENT SCREW T- I INTERIOR 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR U U INTERIOR VERTICAL CROSS SECTION KWD FRAA4lN3 OR 2X SUq(WSTALLATION NOTES: 1. INTERIOR AND ZaERIORRNJN SMOTHERS, NOT SHOKW FOR CLARITY. 2 PEIi41ETER AND JOINT SEALANT SY OTHERS TO SE DPSONED W ACCORDANCE WVHASTME2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL XE SHEET 3 DR SILL OPTIONS MIN. IENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMS INSTALLATION DETAIL WOOD FRAMING OR 2Y BUCK INSTALLATON MI WINDOWS AND DOORS LLClowR:'•pii W. COSBY CARROLLTONRTX 73006 S v GENS Z:40SERIES420SGDREINFORCEDWITHOUTADAPTER 9B" x 9IOFRAMEINSTALLATION DETAILS W` 7AT OF fur\ i'R1pwonaAAv.Lv OH -022492 Y/oNA`ri` oaF NTS 10/30/13 4 OF 10 REV DE30 7110N G1L MT1R1VfD A ADDED FIANCE AND FIN RJSTxuAnON 12/10/13 R.L 1/4• MAX. METAL STRUCTURE SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING 7-- INTERIOR SCREW 7/8' MIN. EDGE DISTANCE L_allD EXTERIORINTERIOR SILL TO BE SET IN A BID OF WLxQd 116 X10 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING OR EQUAL SCREWS ID SMS OR METAL SELF DRILLING SCREW SEE SHEET 3V STRUCTURE By OTHERS EXTERIOR FOR SILL OPTIONS METAL STRUCTURE 4 JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE M3TAU ATIDAI VEA77CAL CROSS SECTION METAL STRUCTURE MTAU ATIOW M[ wl 1001 W. CCROSBY. RDSLLC J511 lI1t 9'/ CARROLLTON. TX 75006 CEN&*- L+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 6 •• NOTES f. INTERIOR AND EXTERIOR FWlSHE$BYOTHERS 96" x 96' FRAME INSTALLATION DETAILS A7E VF NOTSWIYNFORCLARl11: D i:20R1 2.PERIMETEAAAO JOATSEALANTBY077iEMTOBE DESIONEDMACCORDANCEW MASMElff2 oRam on 08-02249 lnvv 71/1ONA1\1\ tr.. w1e s crNTS10/30/13 5 OF 10 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEAR 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. L EDGE DISTANCE 1 1/4' MIN. a• s EMBEDMENT 1/4' MAX. r SHIM SPACE r 3/16' TAPCON EXTERIOR WJ Ull INTERIOR SILL TO BE SET IN t CONSTRUCTION ADHESIVE OR EQUAL UEStl®fAM are .a+ovm ADDED FIANCE AND i'R! INSTALIATOIN 12/10/113 R.L. 1 1/4' MIN. EMBEDMENT L0 i/moi I/4' MAX. SHIM SPACE 2 1/2' o zA .DF • MIN. I EDGE 08-02249 A DISTANCE gUa NTS — 10/30/13 —6 OF 10 3/16- TAPCON CONCRETE/MASONRY BY OTHERS SEE SHEET 3 OPTIONAL IX BUCKFORSILLOPTIONS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I ,•. _ I s t . p 1 1/4' MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETE ,MASONRY /NSTALL4T 1ON 2 1/2- MIN. EDGE DISTANCE WTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRET EJMASONRYWSTAUAT bN NOTES: I. INJEWRAND EXTERIOR MVASNES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER ANDJOWTSEALA?BYOTHERS TO SE DESIGNED W ACCORDANCE WRNASTME'2112 Mi wiKooww. cepSBooDs LLC L0 i/moi CARROLLTON. TX 75006 StP. GENa"9U+i 1t•VO S e+ 96" SERIES 420 SOD REINFORCED WITHOUT ADAPTER x 96"` FRAME INSTALLATION DETAILS zA .DF • V.L 08-02249 A j N 11{`\\\ gUa NTS — 10/30/13 —6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCX BY OTHERS MIN. DISTANCE 1 3/8' MIN. EMBEDMENT 1/4• MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR U -U LU INTERIOR VERTICAL CROSS SECTION WOO FRMQND OR 2X B" INSTAUAMV NOTES: 1. AI EWRANDEXIFRVAFDJAJ %giS, BY OTHERS, NOT SHOWN FOR CLARITY. L PEMAe7EAANDJOW SEALANT BYOTHERS TO BE DES/DINED INACCORDANCEWTINASTMI'2112 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL SEE SHEET 3 FOR SILL OPTIONS MIN. ENT T- 1 3/8" MIN. EDGE DISTANCE 110 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4- MAX. SHIM SPACE FEMS!W5 oO orrow DATE I AMRWO ADOM FLANGE AND nN INSTALLATION 12/10/13 1 RL IAlrcneno JAA4H INSTALLATION DETAIL WOOD RNMINO OR 2X BUCK MBTALLAT101V X11 WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ofFLANGEINSTALLATIONDETAILS DRANk OFD N0. REV V.L. 08-02249 A NTS DATE 10/30/13 IQW7 OF 10 METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE T 01D SMS OR SELF DRILLING SCREW INTERIOR T - 7/B' MIN. EDGE DIISTANCE J METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. IM WR AND SaERIOR FINISHES. BY OTHF_RS, NOTSHOWNFOR CLARITY. 2 PERIMETEAANDJ0JNTS&4L4NT BY OTHERS TOBE DESIGNED INACCORDANCE WRHASTM EP117 1/4' MAX. SHIM SPACE 06CINPICN WTE AvrYWia ADDED n"E AND FIN ULSTAUAMON 12/10/13 R.L. JAMB INSTALLATION DETAIL METAL SMUMR£WSTALLATTON Ml WINDOWS AND DOORS LLC 10DI W. CROSBY RD CARROLLTON, TX 750DS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 98" x 96" FLANGE INSTALLATION DETAILS IAfIM OIC Na N L OB -02249 A NTS — 10/30/13 15KOB OF 10 i 0EN4.'9,p TA r+C • a= SILL TO BE SET IN A BED OF WLKEM 118 110 SMS OR CONSTRUCTION ADHESIVE SELF DRILLINGA(f OR EQUAL SCREWS 010 SMS OR METAL SELF DRILLING STRUCTURE SCREW y jj SEE SNEEf 3 By OTHERSR ' II SER SILL OPTIONS METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. IM WR AND SaERIOR FINISHES. BY OTHF_RS, NOTSHOWNFOR CLARITY. 2 PERIMETEAANDJ0JNTS&4L4NT BY OTHERS TOBE DESIGNED INACCORDANCE WRHASTM EP117 1/4' MAX. SHIM SPACE 06CINPICN WTE AvrYWia ADDED n"E AND FIN ULSTAUAMON 12/10/13 R.L. JAMB INSTALLATION DETAIL METAL SMUMR£WSTALLATTON Ml WINDOWS AND DOORS LLC 10DI W. CROSBY RD CARROLLTON, TX 750DS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 98" x 96" FLANGE INSTALLATION DETAILS IAfIM OIC Na N L OB -02249 A NTS — 10/30/13 15KOB OF 10 i 0EN4.'9,p TA r+C • a= 2X1/2" MIN. , mr uuc.rrun x EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10 1 1/4" MIN. a; . EMBEDMENT 1 1/4" MIN. CONCRETE/ . , _ I EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE 1FrnomAL BUCK _ a —{ 1/4" MAIC PROTO BE PERLY 2 1/2• r SHIM SPACE INTERIOR SECURED MIN. SEE NOTE 3 EDGE SHEET 1 DISTANCE d 3/16" TAPCON Fill 3/16" TAPCON CONCRETE/MASONRY BY OTHERS DOffERIORINTERIOR a SILL TO BE SET IN A BED OF VULKEM 116 . CONSRUCTION ADHESIVE EXTERIOR 3/1 B" TAPCON OR EOUAL SEE SHEET 3 JAMB INSTALLATION DETAIL MASONRY/ FOR SILL OPTIONS OPTIONAL 1X BUCK CONCRFFF MASDNAYfNSTALUT/ON CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 e—T NOTES: r, 1 7/4" MIN. 1.WFFRIORAND EMRIORFPOSHES,BYD7NERS a"• • •. EMBEDMENT NOTSHOWNFORCLARIIY. e 2. PERIMETERANOJOA?SEALANTBYOTHERS TOBE t • I •., r DESIGAIEDWACCOROANCf WUNASTUE2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EAMSONRY INS7X LAT 10N1 e6aamoc+ o a A PMO WOOD FRAMING 1/4- MAX SHIM SPACE A ADDED FLANGE AND nN IISTALLATION 12/10/13 R.L. BY OTHERS INTERIOR 1 5/5' MIN. EDGE DIST. 1 1/4' d TRIM • • 1 1/4' MIN. MIN' EMBEDMENT INTERIOR EMBEDMENT MASONRY/CONCRETE —_ BY OTHERS 15 WOOD IX BUCK BY OTHERS, SCREW EXTERIOR HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 7/16" MIN EDGE DISTANCE 3/16' TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOC.X WOOD FRAMING OR 2K DICK 1NSTALA7KW HOOK STRIP INSTALLATION MASONRY)CONCRETE 1 1/4' MIN. METAL STRUCTURE EMBEDMENT BY OTHERS 8 WOOD WOOD SCREW FRANG BY OTHERS INTERIOR TRIM TRIM 1/4' MAX. 1 3/8' MIN. S10M SPACE EMBEDMENT INTERIOR7/1 B• MIN EDGE DISTANCE HOOK STRIP HOOK STRIP ffi10 WOOD S'Lf DRILLINGjflArMRIORS'10CRSCREWSCREW PANELEXTERIORPANELINTERLOCKEXTERIORINTERLOCK EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BIM.K116000 FRAMING METAL STRLrCTUAE MI WINDOWS AND DOORS LLC ``a11RI I0 VERTICAL CROSS SECTION 1001 W. CROSBY RD ,? . • • • .. tMOOOFRAMINOOR2X8UCKVA97ALLATIDAI CARROLLTON, TX 75006 ` b••E+ENSe - FOR $01INSTALLATION SEE SHEETS 4-0. SERIES 420 SGD REINFORCED WITHOUT ADAPTER _*• oy j _ NOTISt 1, INTI IfORANDOfTERIORP7AM ,8YOTHERS. 96" x 96' `uit- NAILRN k HOOK INSTALLATION DETAILS 2D"', SSSTATE OF. tumNOTSIiOWNFORCLARITY. LPEMMEMANDJO/MSFALWTBYOTHERSTOBEo pq Ra pcv / • C0RVO.t DESIGNED MACCORDANCEWTTIIASTME2112 V.L 08-02249 A aus NTS — 10/30/13 —10 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW I WODO FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/- MIN. EDGE DISTANCE 1 1 3/8' MIN. 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOW FRANIND ORZ1f BUCKIN9TALLATTON NOTES: 1. INTERIOR AND WERIOR KNISHES BY OTHER$ MOT SNOYIN FOA CLARITY. 2 PEMMMRAND JOINT SEALANT BY OThSgS TO BE DESIGNED INACCORAWCE WRMASTM E2112 1 3/8' MIN. EMBEDMENT I 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE RLMSION9 av I A ADDED CKWM 03/06/12 R,L 9 REMO PER NEW 1E.UING 10/15/13 R.L C IADDED FLANGE INSTALLATIONS 12/06/13 RL JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION NI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS QiA1W: OMD Iq F.A. 08-00503 WA' NTS — 02/23/09 °w3 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. r SHIM SPACE 111 7/8' MIN. 10 SMS OR EDGE DISTANCE SELF DRILLING - SCREW INTERIOR VERTICAL GROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1. INT ERIORAND EXTERIOR FINISHES, 6Y OWF-q NOT SHOWAI FOR CLARRY. 2. PERIMETER AND JOWT SEILANTBY OTHERS QBE DESIGNED INACCOROANCE WITHASTM E2112 10 SMS OR SELF ORILUNC SCREWS 0 BE SEt IN OF VULKEAI 116 RUCTION ADHESIVE ILIAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1 /4' MAX. Cl.11U COAG= EXTERIOR RcNAQ6 av •vvlmm A ADOM 0715 03/06/12 JILL B REWSED PER NEW TESTING 10/13/13 R L C AWM FMNOE INSTALLATIONS 12/06/13 R.L JAA48 INSTALLATION DETAIL METAL STRUCTURE INSTALLATM MI WINDOWS AND DOORS LLC X 1lllo/Z 1001 W. CROSBY RD TX 75006 dCARROLLTON, GEMa SERIES 45XIX D 143" x 96"" REREINFORCECED FRAME INSTALLATION DETAILS T!'a",.(fr 0 , TAT OF ; owe eo rCFA. 08-00503 sp ALit111111% scut our -- NTS 02/23/09 4 OF 9 1/4' MAX. r SHIM SPACE INTERIOR Artsm Ili Iff 2 1/2' MIN. ohm ATRWm A ADDED CHARTSEDGEDISTANCE 9 REVISED PER NEW TE311NG LIZ— a • • .'. . . • 1 1/4" MIN. 12/06/13 R.L. e • EMBEDMENT 1 1/4" MIN. 05-00503 EMBEDMENT CONCRETE/ ANTS °`x.02/23/09 5 OF 9 MASONRY BY OTHERS 2 1/2' MIN, OPTIONAL EDGE DISTANCE .` 1X BUCK TO BE t/4' MAX. PROPERLY SECURED SHIM SPACE 1/18' TAPCON SEE NOTE 3 SHEET 1 3/16' TAPCON CONCRETE/ OTHEER EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 3/16' TAPCON CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SIU. OPTIONS CONCRETE BY OTHERS f 1 1/4" MIN. EMBEDMENT i ; f Ar VERTICAL CROSS SECTION CRYINSTALLATION 2 1/2' N. EDGE DISTANCE 1/4' MAX. r SHIM SPACE INTERIOR Artsm Ili Iff RFV Dgmimw ohm ATRWm A ADDED CHARTS 03/06/12 R.L. 9 REVISED PER NEW TE311NG 10/15/13 R.L. C ADDED FLANGE WSTALLAAONS 12/06/13 R.L. EXTERIOR IAMB INSTALLATION DETAIL OPTIONAL 1X BUCK OOJCREI'EAdASONRYINSTALLATION TD BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTM 1. M7MORAND EXTERIOR KNISHES, BY OTHERS NOT SHOYAV FOR CLARITY - 2 PERIMETER AND Jaw mLANT 9Y07HERS TO BE DESMNED MVACCOROANCf WITH ASTM 0112 Iv(I WINDOWSLLCI Ili Iff100. W. CROSBY RD CARROLLTON, TX 75006 J`ULIIR 7Z CENd,d' 0 5SERIES430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS p OF ; OR10"; oewN: an No 05-00503 c 11NAj0 L\NANTS °`x.02/23/09 5 OF 9 lD FRAMING 2 2X BUCK ETY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW IWOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR VERTIGAL CROSS SECTION rrooD FRAMING On 2X SUCK INSiALL4nojJ NOTES L INTSWRAND DITE3 CR RNISH6A BY OT MER$ NOT SHOWN FOR CLARITY. 2PENMEMANOJOWTSE TBYOTNERSTORE DESIGNED f V ACCORWNCE VAM ASTM E2112 x!10 WOOD SCREW SILL TO BE SET IN A BED OF VULXEM 116 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING 1 OR 2x BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT O LES ..d^IOIO EXTERIOR rl M -J JAMB INSTALLATION DETAIL WOOD FRANWG OR 2X BUCK IASTAIAAT7ON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/x40 XD( SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAM F.A. 08-00503 V-" NTS IME 02/23/09 1 5an6 OF 9 J'..,...,-q,9vi TAT 5E OF 20RL0 G Qksi91ONA1E 1/2' MIN. REV otsmrnom DUE AP•Rovm EDGE DISTANCE A ADDED CHARTS 03/015/12 R.L B R_MSED PER NEW TESTDIG 10/13/13 FILL 1 3/8' MIN. C ADDED FLANCE INSTAUATIONS 12/06/13 P F1dBEQMENT 1 3/8' MIN. 1/4'• MAX. EMBEDMENT r SHIM SPACE MAX. SHIM I INTERIOR oSPACE 1/2" MIN. EDGE DISTANCE r1 INTERIOR VERTIGAL CROSS SECTION rrooD FRAMING On 2X SUCK INSiALL4nojJ NOTES L INTSWRAND DITE3 CR RNISH6A BY OT MER$ NOT SHOWN FOR CLARITY. 2PENMEMANOJOWTSE TBYOTNERSTORE DESIGNED f V ACCORWNCE VAM ASTM E2112 x!10 WOOD SCREW SILL TO BE SET IN A BED OF VULXEM 116 CONSTRUCTION ADHESNE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING 1 OR 2x BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT O LES ..d^IOIO EXTERIOR rl M -J JAMB INSTALLATION DETAIL WOOD FRANWG OR 2X BUCK IASTAIAAT7ON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/x40 XD( SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAM F.A. 08-00503 V-" NTS IME 02/23/09 1 5an6 OF 9 J'..,...,-q,9vi TAT 5E OF 20RL0 G Qksi91ONA1E ACETAL STRUCTURE BY OTHERS f10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXI-ERIOR 1/4' MAX. SHIM SPACE OR 7/8, MIN. LUNG EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS 1/4' MAX. r SHIM SPACE F3 INTERIOR FmmX3 REV Ictactma+ I CA1E I "IrMUIEDAADDOOWM00/06/12 5 BEMs]] PER NEN TmTm 10/1S/t3 C ADDED FIANCE INSTALIATONS 12/06/13 0 0 BE SET IN LJ OF VULXEM 116 RUCTION ADHESIVE — WAL METAL STRUCTURE BY OTHERS EXTERIOR SEE SHEET 2 FOR SILL OPTIONS ,JAMS INSTALLATION DETAIL METAL STRUCTURE 1NSTALLATION VERTICAL CROSS SEC77ON • METAL STRUCTURE INSTALLATION NOTES. 1. INTERIORAND EXTERIOR FINISHES. SYOTHL314 NOT SHOKIV FOR CLARITY. 2 PERIMETERAND JOINT SFALANT BY OTHERS rO BE DESIGNED NACCORDANCEWTTHASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DIUrM: tRFO M0. F.A. 08-00503 WAU NTS I&M 02/23/09 JOW7 OF 9 REVISiWS REV I occo®1mw Dm I All" 212— A A ADDED *WVS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/17 1R.L. C ADDED FLANGE INSTAUATIONS 12/06/13 11 R.L. J SILL TO BE SET IN EXTERIOR A BED OF VULKEM 116 LUUJ CONSTRUCTION ADHESIVE OR EOUAL opnONAL 1X BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CoNCJRET&W45ONRYIN5TAEEA77ClV SEES 2 SECURED FOR SILL OPTIONS SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE 1 BY OTHERS NOTES: 1 1/4" MIN. 1. INTERIOR AND EMWORFIAVSHES,BY07NERS, EMBEDMENT NOT SHOWN FOR CLtRDY. a i d• . ,.A f PERLNE?E-RAND JOWSEALWTBYOTNERSTOBE DESJONED W ACCORDANCE WITH ASTU E2112 VERTICAL CROSS SECTION 2 1/2' MIN. CoNCRgrEmAwmpYovsTALL171av EDGE DISTANCE SAI WINDOWS AND DOORS LLC 2 1/2" MIN. CCONCRETE/ J. GEAIv, \4F:4 6";- 0 EDGE DISTANCE SERIES 430/440 XIX SCD MASONRY SATE OF BY OTHERS auwN: orrc mRev 08-00503 C sear caENTS 02/23/09 8 OF 9 1/4• MIN. 4 ' EMBEDMENT1 1/4' MIN. 1/4" MAX. e EMBEDMENT SHIM SPACE OPTIONAL 2 1/7.' MIN. I • o 1X BUCK EDGE INTERIOR TO BE PROPERLY- MAX. 1/4' SECURED HIMSHIN SPACESHEETSEENOTE3 TAP3/16' 13/16• TAPCON CONCRETE/MASOEXTERIORINTERIORBY OTH3/16' TAPCON REVISiWS REV I occo®1mw Dm I All" 212— A A ADDED *WVS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/17 1R.L. C ADDED FLANGE INSTAUATIONS 12/06/13 11 R.L. J SILL TO BE SET IN EXTERIOR A BED OF VULKEM 116 LUUJ CONSTRUCTION ADHESIVE OR EOUAL opnONAL 1X BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CoNCJRET&W45ONRYIN5TAEEA77ClV SEES 2 SECURED FOR SILL OPTIONS SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE 1 BY OTHERS NOTES: 1 1/4" MIN. 1. INTERIOR AND EMWORFIAVSHES,BY07NERS, EMBEDMENT NOT SHOWN FOR CLtRDY. a i d• . ,.A f PERLNE?E-RAND JOWSEALWTBYOTNERSTOBE DESJONED W ACCORDANCE WITH ASTU E2112 VERTICAL CROSS SECTION 2 1/2' MIN. CoNCRgrEmAwmpYovsTALL171av EDGE DISTANCE SAI WINDOWS AND DOORS LLC xS 1R (Lpii, 1001 W. CROSBY RD CARROLLTON, TX 75006 J. GEAIv, \4F:4 6";- 0SERIES430/440 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS SATE OF auwN: orrc mRev 08-00503 C sear caENTS 02/23/09 8 OF 9 1 5/8• MIN. EDGE 01ST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 /4• MIN. EM1BEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE - PROPERLY SECURED EXTERIOR --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCANCRET7: INTERIOR 'mm 1 3/B' MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR a ""— PANEL INTERLOCK HOOK STRIP INSTALLATION 2XBUCK4VOOD FRAMING COMM" qrAsms D(m .vrwvm ADDED CHARTS 03/06/12 R.L REVISED PER NEW TEsnNO 10/15/13 R.L ADDED FLANGE INSTAUATIONS 12/06/13 F.L. MEAL STRUCTURE S It 11[ 0, /1114 BT OTHERS ti v,•\CBNg*. ip TRIM 143' x 96• REINFORCED HOOK INSTALLATION DETAILS i0 1NTERIOR owo 11o. HOOK STRIP 08-00503 CRtV jiiZ/N ON111%% W CAa SHDRNTS02/23/09 9. OF 9 110 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL S7AUGTURE NOTES: I. MTERIOR AND EXTERIOR FTNSHE$ BYOTFIERS. NOT SNOWN FOR CLARRY. PEnwETERANDJOD rSEAWVTBYOTI:ERSTOBE DESIGNED LNACCORDANCE KMASTM F2112 MI WINooWw. ceose0Y00 RS LLC S It 11[ 0, /1114 CARROLLTON, TX 75006 ti v,•\CBNg*. ip SERIES 430/440 XIX SCD 143' x 96• REINFORCED HOOK INSTALLATION DETAILS i0 A owo 11o. 08-00503 CRtV jiiZ/N ON111%% W CAa SHDRNTS02/23/09 9. OF 9 10/27/2016 Business 8 Professional "I . lZion Florida Building Code Online SCIS Home I Log 1. 1 Use, Registration , Hot Topics I Subm,t Surcharge i Stats & Facts I Publ,cations I PBC Stall I SCIS Sue Map I Links I Search 1 db a r ::0 Product Approval I (. w USER, Pubhc user s v'+ Product Approval Menu > Product or Aool¢allon Search > Application Lost > Application Detaa FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard DASMA-108 DASMA-115 Year 2002 2005 httpsJ/www.floridabuilding.org/pr/pr_app dll.aspx?param=wGEVXQwtDqu111JRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGO%3d%3d 1/6 10127/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 9174.1 15120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 318958 P7.odf FL9174 Rll 11 Track Supplement Chart P10.odf FL9174 R11 11 WDJambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll 11 0229 318959 PB.Ddf FL9174 R11 II Track Supolement Chart P10.odf FL9174 R11 11 WDJambSunplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0230 318960 P10.odf FL9174 R11 II Track Supolement Chart P10.odf FL9174 R11 11 WDJambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl sxdf FL9174 R11 AE FU9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL2174 R11 11 0231 318996 PS.odf FL9174 R11 II Track Supolement Chart P10.Ddf FL9174 R11 II WD]ambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 6S3.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.5 15120 / 6100/ 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 II 0234 319022 P5.odf FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 R11 11 WD]ambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 haps://www.Boridabuilding.org/pr/pr app dM.aspx?param=wGEVXQwIDquf11JRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 2/6 10127/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll 11 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 P1 Post.pdf Impact Resistant: Yes FL9174 RI l 11 Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 11 W123ambSupplementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.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 R11 11 0232 318999 P5.odf Approved for use outside HVHZ: Yes FL2174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll 11 WDJambSuoDlementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf F1,9174 R11 AE FL09174 Affirmation for FBC 5th 2014s.odfr9 Created by Independent Third Party: Yes 9174.8 5120/ 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0233 319000 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoplement Chart PIO.odf Impact Resistant: No FL2174 R11 Il WDJambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120/ 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 PI Post.Odf Impact Resistant: Yes FL9174 R11 11 Track Suoplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuoDlementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 11 319040 Pl Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 Rll 11 WDJambSuoDlementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R I I AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes haps:lwww.floridabuilding.orglprlpr_app ol.aspx?param=wGEVXOwtDgLAIJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d Y6 10/27/2016 Florida Building Code Online 19174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing 90600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0600 319026 P4.99f FL9174 R11 11 Track Supplement Chart P10.pdf FL9174 R11 II WD]ambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.12 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24" Glazing x0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 1111 11 0601 319027 P4.odf FL9174 R11 11 Track Supolement Chart P10.Ddf FL9174 R11 11 WD]ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing x0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0602 319028 P5.pdf FL2174 R11 11 Track Supplement Chart P10.odf FL2174 RI1 11 WD)ambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing x0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0603 319029 PS.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WD)ambSupplementPl6 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 ri s.pdf FL2174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 19174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 11 0604 319030 PS.pdf FL9174 R11 11 319040 PI Post.odf FL9174 R11 II Track Supplement Chart P10,odf FL9174 R11 11 WD)ambSuooIementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.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 R11 11 0605 319031 P4.Ddf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 11 WD)ambSuDDlementP16 s.Ddf httpsJM,ww.floridabtiiding.org/pr/pr_app o.aspx?param=wGEVXOwtDqufllJRfWxffw7oinlOheH%2bRKikizESWxAzegKuY8GeGO%3d%3d 4/6 10/27/2016 Florida Building code online Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL2174 R11 11 0606 319032 P6.odf FL2174 R11 II 319040 P1 Post.odf FL9174 R11 II Track Suoolement Chart P10.Ddf FL9174 R11 11 WDJambSupolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.18 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 II 0609 319035 P5.odf FL9174 R11 11 319040 P1 Post.Ddf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0608 319034 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL2174 Rll 11 WD)ambSur)olementP16 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.odf door. FL2174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0607 319033 P5.odf Approved for use outside HVHZ: Yes FL2174 R I 1 11 Track Supplement Chart PIO.Ddf Impact Resistant: No FL9174 R11 11 WD3ambSuDolementP16 sa)df Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL2174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State or Florida • • Privacy Statement :: Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 4S5.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please d.ck he e . Product Approval Accepts: hltps://www.ftidabuildlrg.orgtpr/pr_appdtl.aspx?param=wGEVXQwtDgLAlJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 61.1 10/27/2016 Florida Building code online W-® Credit Card Safe hnps:/Miww.floridabtilcfing.orglpr/pr_app O.aspx?param=wGEVXQwMDqufllJRfWxt6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 6/6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TOS -161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS LOAD PER JAMB LB/FT "IE' MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 a 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 No. 51737 O STATE OF aIONA%- \\X ` II1 ` 1. BASED ON 5116' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1 -9/32 - THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16f1 LOAD PER JAMB - 30ps1 x 16ft/2 = 2401b/It 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 20 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2. I. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33 -06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS LOAD PER JAMB LB/FT NOTE3 MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF SPECIFIC SPECIFIC SPECIFIC GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a Sc 0 .*\c EINaF r /i No. 51737 i* S STATE OFO j, & ONA; ? \` 111I% 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fV2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE No. 51737 0 STATE OFoft : X41 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT "OTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 1 13 16 800 10 1 13 15 No. 51737 0 STATE OFoft : X41 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS No. 51737 O STATE OF f/` O.t'•.AiORVOP: p N ONAAA- 1. 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/ft S. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE' 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 1 17 1 N/A No. 51737 O STATE OF f/` O.t'•.AiORVOP: p N ONAAA- 1. 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/ft S. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:01 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR No. 51737 O STATE OF 0 i•t'•.q- 0R%OP p FSSION ; O Z////Ill I I 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4- O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4- O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/I11 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT "OTE 4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE t 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No. 51737 O STATE OF 0 i•t'•.q- 0R%OP p FSSION ; O Z////Ill I I 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4- O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4- O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/I11 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 wage Balton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 No. 0737 IT ' O STATE OF ; • ` II'Ill, Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53 -06'00' 30XN E SLATES. PE R O3121FAIRGAR. CARROLLMN. TX 75001 L PE 51737 T PE 56306/r2203 PROFESSIONAL CMONECR'S SEAL FRONDED MY FOR VERIFICATION Or WMXOAD CONSTRUCTION DETAILS 6- MAX M/ SF SEE DETAILS I. 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING 1 — SYSTEMS. MINIMUM 2.6 /3 riz HEADER LOCK SOUTHERN PINE BRACKET LUMBER 2-3/4- 2) 3/8• SIMPSON TITEN NO SCREW ANCHOR MTN A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4•. DETAIL 1 MINIMUM 2500 PSI CONCTETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2.6 /3 9 HEADER LOCK SOUTHERN PINE BRACKET LUMBER., 1 S' I 4'r4' 1 e• 4• 4) 3/6- SIMPSON TITEN HO SCREW ANCHOR WITH A 1-1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 4•. MINIMUM 2.6 /3 " HEADER LOCK SOUTHERN PINE BRACKET LUMBER. I-I/z• T -I/2' 4) 3/0• OIA LAG SCREWS WITH 1-1/4. 0.0 WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32• INTO THE MAIN SUPPORT MEMBER. DE7ig DETAIL MINIMUM 2000 PSI GROU7 FILLED CAM WOOD SUPPORT STRUCTURE NO1E: MAXIMUM DESIGN LOAD NOTE` MAXIMUM DESIGN LOAD OATE NAME CAPACITY OF 2400 LBS CAPACITY OF 2430 LBS ORAVM 5 24 07 GRT SNEET 1 OF 2 ICHECKE01 JAMB CONNECTION SUPPLEMENT ORAMNG PART N0. REV.. 324620 1 P16 walrc® Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE OESIGN LOAD OF THE STRUCTURE. OESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/6' SIMPSON TITEN NO. 2-3/4' MIN EMBEO. MIN 6' BETWEEN JAMB BRACKET LOCATION — JAMB 8RACKET- 1/4-20.9/16' TRACK BOLT AND 1/4-20 FLEX NUL NN No. 51737 f F STATE OF ;• ` S&/ONA; 11111 Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' JOAN E SCATES. PE 3121 fAI110ATE OR CARROLLTON. T. 75007 fL PC 51737 TX PE 56306/1'2203 PROFESSIONAL ENO0IEER'S SEAL PROVIDED ONLY FON vERIfICAnON OF wNOLOAD CONSTRUCTION DETAILS 2 3/4' EDGE I MIN 2 4 SPF (G-0.42) OR BETTER WALL STUD a= MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR 5/16' LAG SCREW WITH 1-9/32' EMBED IN CENTER OF STUD (t 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20.9/16' AND 1/4-20 TRACK BOLT ANO 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LAS PER LAG FASTENER SHEET 2 OF 2 REVISIONS I I DATE I NAME I DRAWING PART N0. REV. JAMB CONNECTION SUPPLEMENT 324620 IP16 The Cenuine. The Originni. O April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Overhead Door Corporation 2501 S State N.vy 121, Suite 200 Lovnsville, TX 75067 Phone 4695497100 Fax 4695497281 N v.overheaddoor.corn This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 p; .T11- W. T7A48 rz STATE OF NA1. E 10 o S HoOverheadDoCorporationASvbsidiaryofSonvtoNoldi-gsCorporation • ' '_ Horton Toncii John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-R7 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, 1 have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Wind Loads Section 1609.1.2 ANSI/DASMA 115 - Windborne Debris testing Section 1714.5.3.1 ANSI/DASMA 108 - Static windload testing Test Procedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof') pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all Windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. Ebcdu) V (o l j FL 09174-117 Test Reports ETC -06-976-17575.1, static per 108-02, dated 5/30/2006 ETC -06-976-18185.0, static per 108-02, dated 10/27/2006 ETC -06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL -368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. t- A_Lzk5> toM Drawings riT14#1 FL 09174-117 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 3 4 (t0/tl Fl. 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 4 16(ta 1l FL 09174-R7 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in-place ribs and a flush facer design with %" MDF decorative overlay. 5 FL 09174-I17 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, JoNn E. Scates, P.E. v Florida PE # 51737 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 5`" Edition (2014) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5" Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire,` a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17 -06'00' John E. Scates, P.E. Florida PE # 51737 Illl// fit` // No. 51737 0 STATE OF 4 aIONA; 1111 dUML 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - I APPROVED SIZES SCALE: N.T. OBO' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED MAX WIDTH. 16'-0" WITH A MINIMUM OF (6) /8.1' SCREWS INSTALLED IN 13 CA HOR12 ANGLE TOP OR INTERMEDIATE SECTION (WITH OR VA74OUT DECORATIVE IMAX SECTION HEIGHT. 21' CHECKED INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN LOCATION OF CENTERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 2') ON THIS DRAWING. GLAZING SMALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE OF 13.75' AND A MAXIMUM LENGTH OF 16 7S'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE JO). 34 (JO). 45-1/4' (01). 63 JB REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS 16 GA MIN HORIZ• 6 TRACK 2. LONG PANEL NON -IMPACT RCSISTANT GLAZING OPTION - JB , 29-3 4 JB , 42 JB . 63-t 4 JBW-0' OBI' MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAO SCR A IN BEAD OF BOS71X 1100 OR EQUIVALENT UNDER THE MN 3 ASOUTERFRAMEANDSCREWEDTOGETHERVAINAMINIMUMOF SHOWN) 10) X8.1' SCREWS INSTALLED N TOP OR INTERMEDIATE B SECTION (VA7M OR VATHOUT DECORATIVE INSERTS) MEETS 16 GA MM VERT UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A OOF PITCHE MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT NOTE BELOW AND DOES N07 MEET THE REOUIREMENTS FOR WAND -BORNE 5/16.1-S/6' LAD DEBRIS REGIONS. GLAZED SECTION REOUIRES 18 GA J -STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL Kt) 1/4-14.7/6' SELF DRILLNG CRIMPTITE SCREW TO 1/4-20.9/16' TRACK ATTACH T E J -STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX( STILE AT THE CEN7ERUNE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (VAIN OR VATHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 5008'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENEDTOU -BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACKETSSHEET2). 18 GA J-S7RUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELD OROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. CIQUTMLOCATION. TI ON, INSTALLER SHALL FIELD INSTALL (1) 1/4-747/8' SELF AND HYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ -STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CEN7ERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR AIDE LOCK• 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REOUIRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5 KEY LOCK, SLIDE LOCKS, OR OPERA70R REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED N PUCE NOTE- (4) SECTION SOLD POLVVRE74AME FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U -BAR LOCATIONS END CAP TO HAVE A MINIMUM 11' DEPTH. ON DOORS WITH OTHER SECTION QUANT171ES AND 7 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SWEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 6. DOOR JAMB TO BE MINIMUM 24 STRUCTURAL CRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOWER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WAIN A MINIMUM OF (6) 9.1' SCREWS INSTALLED N THE BOTTDM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR VAND-BORME DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E SCATES, PE 3121 fNROATE OR CARROLLTON, TX 75007 FL PE 31737 n PE 56306/F2203 PROFESSIONAL EMONEER'S SEAL PROVIDED ONLY FOR VERIFICATION Or WINDLOAD CONSTRIICOON DETAILS HOIL (5) CENTER HINGES PER JOINT REQUIRED ON DOOR VADTHS GREATER THAN 12'-0'. (3) CENTER HINGES PER JOINT REOUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. dog. JB) FOLLOWNG DIMENSION DEN07ES SLOTTED JAMB BRACKET ATTACHED TO TRACK VAIN 1/4-20x9/16' TRACK BOLT AND NUT. a) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET NSTAU.M IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WAIN MGM LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) MOTH 16'-0' ALL +227.2 _230.4 14'-0' ALL +181.3 -201.6 12'-0' ALL +i53.4/-172.8 10'-0' ALL 1 +129.5/-144.0 wapc® palton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T. DESIGN (PSF) +25.90/-28.80 MAX WIDTH. 16'-0" JAMB BRACKET SNEDULE NO OF NO. OF JAMB HEIGHT SECTIONS BRACKETSEACHJAMB)TTPE IMAX SECTION HEIGHT. 21' CHECKED LOCATION OF CENTERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 2') 7'-0' 4 6 JB , 13 01. 25-1/2' JO). 34 (JO). 45-1/4' (01). 63 JB 7'-0' 4 6 FAT JB . t0 JB . 21-} 4 JB , 29-3 4 JB , 42 JB . 63-t 4 JBW-0' S 6 1J' a ,23' JB ,4' B ,47-1 4' a ,56'JB .IST a ,75' B'-0' S B JB , 10 IB , 21-3 4 JB , 29-3 4 6 , 48 JB , 57-1 JB , 86 JB , 75-7 280ICHLIFTOOFPITCHENOTEBELOW dog. JB) FOLLOWNG DIMENSION DEN07ES SLOTTED JAMB BRACKET ATTACHED TO TRACK VAIN 1/4-20x9/16' TRACK BOLT AND NUT. a) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET NSTAU.M IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WAIN MGM LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) MOTH 16'-0' ALL +227.2 _230.4 14'-0' ALL +181.3 -201.6 12'-0' ALL +i53.4/-172.8 10'-0' ALL 1 +129.5/-144.0 wapc® palton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T. DESIGN (PSF) +25.90/-28.80 MAX WIDTH. 16'-0" TEST (PSF)• +38.85/-43.20 IMAX HEIGHT- 8'-9' DRAWN IMPACT/CYCLIC RATED (YES/NO). YES IMAX SECTION HEIGHT. 21' CHECKED REVISIONS CHANGES TO GENERAL 1MA7 AND CHANGED BAR FASTENER TYPE END CAPS AND FTOM RETAINER AMGEO CENTER HINGE ITFICAPON METHOD M COLORED PAINT TO MPED NUMBER 3/8/06 ADDED SUPERIMPOSED IGN PRESSURE LOADS SUPPORTING UCTURE AND ROWER DOOR WIDTHS 15/10/06 ADDED IMPACT ISTANCE TO DOOR. ED MODEL 6100. GRED NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT 6/6/07 TICKET SCHEDULE FOR OPTION. ADDED LHR SCK DETAIL SHEET 2 4/17/08 ADDED IMPACT JSTANT GLAZING. IED TEXAS LICENSE ABER TO TITLE BLOCK 1NOED LOUVER NOTE REASED MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH OK NOTE. 7/22/08 UPDATED TITLE BLOCK 8/26/10 3/15/11 PANEL N MRB MODELS 5120/6100/9100 SHEET 1 of 2 DRAWING PART NO REV WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 CA ADJUSTABLE TOP PLACE U -BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE-PUNCHEO TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH ENO FACING UPWARD IN BOTTOM OF U -BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-144/6" EACH END WITH (2) 1 4-14.7/8 iCRIMPnTE SCREWS SELF DRILLING CRIMP 7E SCREWS FOR STANDARD TRACK AND (3) D 1/4-14.7/8' SELF DRILLING CRHMPTTTE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). i LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO UBAR AnACiNO S 1 ALL U -BARS SHALL BE PLACED OVER INTEGRAL RIBS AND PRE -PUNCHED HOLES IN TOP OF U -BAR PLACE U -BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14.5/6' CMMP17E SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FADING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH CND WITH (2) 1/4-14.7/8' REV. SELF DRILLING CRIMPnTE SCREWS 15 CA HINGE ATTACHED E CJ(CE ][ ]ON:TON: U -BAR PLACED OVER 70P WITH (4) 1/4-1485/8• / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMP71TE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8' SCLF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE SCREWED TO THE BOTTOM •• BOTTOM FLANGE OF THE U -BAR U -BAR WITH NOT DUE 70 CLEARANCES REQUIRED TO 2' NYLON STORMGARD0• THE 58EF THE ROLLER WITH USBARS, ALLTALL U -BARS BARSRS SHALLAT 4-1/Y STEU INSTALLED ON SECTIONS PRIOR TO DETAIL INSTALUNC ROLLER SLIDES AND TOP 1/4' POLYCARBONATE FIXTURE ON THE U-SARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED PLACE U -BAR OVER WITH (6) 1/4-2085/8" INTEG(RA)L RIB AND A//T'T'ACK CRIMPTITE SCREWS (2 OF WITH 14-2 CRIMPb7E5CREWSSMRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TDP LEAF, AND 1 OFOF U -BAR AND BOTTOMWHICHISFIELDINSTALLEDHINGELEAFAND1THOUTHRUPRE -PUNCHED HOLE WEB WEB OF U -BAR AND IN "AR) DETAIL C RIB OF SECTION) 12 CA BOTTOM BRACKET UBAR AnACiNO S 1 ALL U -BARS SHALL BE PLACED OVER INTEGRAL RIBS AND iACTORV ATTACHED WITH ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-1485/8' 3)1/1/1-1485 B' 3) CRIMPTITE SCREWS A7 EACH INTERMEDIATE HINGE LOCATION, (2) PLACE U -BAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOMEWSSCREWS- 2 BRACKET AND ATTACH THRU END CAP REV. DETAIL B AND D THIS SHEET). (2) 1/4-144/8' CRIMPTITE AT EACH END WITH (1) 1/4-14.7/B' SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, CRIMP71TE SCREW APPROXIMATELY 8' FROM EACH END. FOR SHOWN AND USE (1) 1/4-14.7/9' SELF BOTTOM BRACXET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM •• BOTTOM OF THE BOTTOM U -BAR AT U -BAR WITH EACH PRE -PUNCHED HOLE A7 EVERY 2) 1/4-140/9' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-2095/8• RIWNC CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 2. WITH THE EXCEPTION OF THE (8) PRE-PUMCHCD HOLES IN 8.3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. NAX I 1/6' BEAD OE IULTRACLAZESSC4000AC STRUCTURAL ' Cell AMT M FACER STEED \ JOHN E SCATES PE I NON-STRUCTURAL 3121 FAIRDAIE DR. DECORATIVE INNER CARROLLT(N• TX 750D7 WINDOW 7RIM- R PE 51737 n PE 36306/F2203 PROFESSIONAL ENCINEER'S SEAL PROVIDED OwLv FW X: VERFATi)N OF MNOLOAD COHSTRUCtION OEIAAS DETAIL E USED ONLY ON IMPACT 1 GLAZED SECTION - 11 CA REINFORCEMEN7 BRACKET ATTACHED WITH (4) 1/4-11:7/8' 1 SELF DRILUNG \ CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U -BAR) • DETAIL G 1 1/4-14.7/8' SELF DRILLING CRIMPTITE AT CENTER LINE OF DOOR THRU J -STRUT k OPERATOR BRACKET. NOTE* J --STRUT A SCREW ONLY REWRED ON LONG PANEL AND IMPACT GLAZED ATTACH BOTTOM BRACKET TO BOTTOM U -BAR WITH (2) ,( 1/1-11.7/6' SELF pRIWNC / CRWPnTE SCREWS- IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (8) 3% 18 CA. 80 KSI U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - 4) SECTION DOORS WITH (5) 3', 18 GA, 60 KSI U -BARS LOCATED OVER INTEGRAL RIBS AS SHOWN DETAIL F UBAR AnACiNO S 1 ALL U -BARS SHALL BE PLACED OVER INTEGRAL RIBS AND TEST (PSF): +3885/-4320 IMAX HEIGHT- B'-9" DF IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' GH ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-1485/8' MODELS 5120/6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 CRIMPTITE SCREWS A7 EACH INTERMEDIATE HINGE LOCATION, (2) MRB 1/4-1487/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END 2 CAP (EXCEPT BOTH U -BARS ON BOTTOM SECTION - SEE REV. DETAIL B AND D THIS SHEET). (2) 1/4-144/8' CRIMPTITE P10 SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/1-145/8' CRIMP71TE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACs FOR DOOR WIDTHS LESS THAN OR EOUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U -BARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE-PUMCHCD HOLES IN 1/4' POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SUDES AND THE (6) PRC-PUNCHCD HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U -BARS SHALL BE ATTACHED TO THE DOOR WITH 1/1-144/8' CRIMPTITE SCREWS. 3. 18 CA U -BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES Sc Wagne® DESIGN (PSF). +25.90/-28.80 IMAX WIDTH: 16'-0' DMon TEST (PSF): +3885/-4320 IMAX HEIGHT- B'-9" DF IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' GH pN40N OF OVERHEAD DOOR COR PENSCOLS FLORID 32514 MODELS 5120/6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 AT REVISIONS CHANGES TO GENERAL NAT AND CHANGED IAR FASTENER TWE INGED CENTER HINGE ICE AND ADDED iVER OPTION. NGED STRUT JTIFICATION METHOD iM COLORED PAINT TO MPED NUMBER. 3/8/06 ADDED SUPERIMPOSED LGN PRESSURE LOADS CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REOUIRED FOR NARROWER DOOR WIDTHS MRS 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100 MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2 CRT 4/17/08 PS ADDED IMPACT REASED MAX HEIGHT 8'-I'. ADDED HIGH T AND ROOF PITCH LCK NOTE 1 7/22/08 UPDATED TITLE BLOCK t 8/26/10 ADDED LONG PANEL ZINC OPTION T 3/15/11 N.T•S SIZE. A DATE NAME I 3/8/06 GRT ED 1/6/06 MRB SHEET 2 OF 2 DRAWING PART NO REV. 318960 P10 14" MAX 12" MAX 12" MAX i 12" `\ / MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOAN C $CARS, PE 3121 FAIRGATE OR. CARROLLTON. TX 75007 rL PE 51737 TX PC 3030a/r2203 PROrESS10HAL ENCINEER'S SEAL PRONOEO ONLY FOR VERIFICATION OF WHOLOAD CONSTRUCTION DETAILS PLATE LOCATION HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL 13 GA MIN _ CONTINUOUS WALL ANGLE TRACK o 2) 1/4" X 7/16 SEMI ' TUBULAR RI VI TS j 11 GA MIN \ / ( 1) 1/4"-20 TRACK OR CARRIAGE BOLT CLIP SEE SCHEDULE \ /' WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 0.28"U11 /I 11 III SEE SCHEDULE 1 -(1) 1/4"-20 TRACK 13 GA MIN / OR CARRIAGE BOLT CONTINUOUS / WITH 1/4"-20 NUT WALL ANGLE_ TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MA DOOR MAX PSF WIDTH 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 INCH ACK-CUP$-TEXAS U. ANGLE 12 FOOT DATED J 6/11/03 UPDATED FORMAT. WASED ALLOWABLE ESSURES TO 6.00/-52.00 PST FOR L DOOR WIDTHS ANCEO 'TEXAS WALE CLE' TO 'CONTINUOUS EL ANGLE'. ADDEO BSTRATE MOUNTING TAIL. CHANGED TO EN HO ANCHORS T 4/2/07 CHANCED FORMAT. OEU MODELS 9800 0 $024 WITH OVERLAY TRACK CUP HEOULE. T x/21/07 x CUP U' 9/06/07 6 VPOATE MOUNTING ETAIL DRAWINGS. RT 10/05/07 7 UPDATED CHARTS TO UNINAIE THE USE OF HE N8 CUP (REPLACED ATH /9 ACROSS THE OARO). EP 10/24/07 8 UPDATED STEEL IOUNTINC DETAIL IRS 04/11/08 9 EXPANDED 1-1/2' TO 3/8- DOOR THICKNESS HART VP TO 14' RICH. RT 12/11/00 10 UPDATED TITLE LOCK RT 6/2/10 Wayne® DATE NAME DRAWN 8/21/07 CRT Dalton CHECKED 8/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN( 850)A47FLRIDA4- 9890325ta DRAWING PART N0, 307494 REV P10TRACKSUPPLEMENTCHART 2 3/4" t1" EDGE DIST E60XX MIN 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR _t;TRACK BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF BOLT AND HOLE LOCATIONS `1 /4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING d• ° a CONCRETE MOUNTING DETAIL 3ONN C SLATES. PE 3121 FAIRCATE OR. CARR0.LTON, T4 73007 FL PC 31737 TX P( 34300/F2203 PROFESSIONAL ENCINEER'S SEAL PROWOEO ONLY FOR VERIFICATION OF WHOLOAD CONSTRUCTION OETAILS. 3/8" SIMPSON TITEN HO, 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 MODELS 5200 CLIP AND SPLICE PLATESCHEDULE DOOR HEIGH7'-0' MODELS 8024/8124 WITH OECATRIM OVERLAY (2-1/2' THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0' 7, 9. 9, 9, 9, 11 12 8'-0' 16 8'-0" 7, 9, 9, 9, 9, 11, 11 5, 6, 6, 16 9'-0' 7, 9, 9, 9, 9, 11, 11, 11 18 10'- 0" 7, 9. 9. 9, 9. 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9. 9. 9, 9. 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9. 9. 9, 9. 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGH7'-0' CLIP #'S FROM BOTTOM TO TOP SPLICE 5, 6 5, 6, 6, 7, 7, 9 4, 4, 4, 4, 5, 6, 6 12 8'-0' 5, 6, 6, 7, 7, 9, 9 5, 6, 6, 7 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 8 11'-0" 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 4, 4, 4, 4, 5, 6, 6, 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 12 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5,6,6,7,7,9,9,9,11,11,11,13 18 14'-0" 1 5,6,6,7,7,9,9,9,11,11,11,13,13 18 MODELS 6100/8300/8700 1-3/8" TO 1-5/8" THICK DOOR HEIGHPLATE CLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0' 4, 4, 4, 4, 5, 6 4, 4 8 8'-0" 4, 4, 4, 4, 5, 6, 6 6 8 9'-0' 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HO ANCHORS CRT ./2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CUP SCHEDULE. GRT 8/21/07 P5 UPDATED MOOELS LISTED IN CHARTS. UPDATED SPLICE k CUP SCHEDULES. OLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE N8 CUP (REPLACED WITH /9 ACROSS THE 8 UPDATED STEEL iOUNTING OETAIL RB 04/11/08 9 EXPANDED 1-1/2' TO 3/8' DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/011 10 ADDED MODEL 8700 POATEO TITLE BLOCK RT 6/2/10 MODELS 9100/9400/966679 76 -679 -ago 1 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 7'-0' 4, 4, 4, 4, 4, 4 6 8'-0' 4, 4, 4, 4, 4, 4, 4 6 9'-0' 4, 4, 4, 4, 4, 4, 4, 4 6 M070` 1 4, 4, 4, 4, 4, 4, 4, 4, 4 1 6 TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HO ANCHORS CRT ./2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CUP SCHEDULE. GRT 8/21/07 P5 UPDATED MOOELS LISTED IN CHARTS. UPDATED SPLICE k CUP SCHEDULES. OLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE N8 CUP (REPLACED WITH /9 ACROSS THE 8 UPDATED STEEL iOUNTING OETAIL RB 04/11/08 9 EXPANDED 1-1/2' TO 3/8' DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/011 10 ADDED MODEL 8700 POATEO TITLE BLOCK RT 6/2/10 Wagpc® DATE NAME 1pItOn DRAWN 8/21/07 :[GRT CHECKED 11/21/07 MRE1 SHEET 2 OF 2 3395 ADDISON DRIVE ORAWANG PART NO 307494 REV. P10TRACKSUPPLEMENTCHARTPEN 50)A474- 9903251, Florida Building Code Online Page 1 of 2 Business & Professional Regulation i rMid SCIS Mone ? Log In User Registration i Mot Topics : Submit Surcharge I Slats a Facts PubllCallons ! FDC Staff I BCIS Site Map I Links I Search Businesyy' Professional a product Approval USER: Public User Regulation Propun Approval Menu > ProGuct or ApolKalbn Search Application List > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated D Silvedine Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 B00) 234-4228 Ext 4644 lonberrian@slbp.com Jon Berrlan lonberrlanOslbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/1.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method i Option A 02/16/2016 Year 2011 2008 I FL # I Model, Number or Name I Description I http://w%&,w. floridabtii Idi ng.orglpr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmrk 1... 2/)9/2016 Florida Building Code Online 19715.1 1 Series 2900/4900 Extruded Vinyl Single Hung Window Page 2 of. 2 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC 2-4-16 CCL-_lst.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SW0002, and Product FL19715 RO II SWD002 SS 2016.02-03.odF Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Fext Contact Us :: 1410 Horth Monroe Street. Tallahassee FL 32399 Phone: RSDA87-1824 The State of Florida IS an AA/ECD employer. Copvriaht 2007-2013 State of Mr:da.:: Privacy Statement :: Arressibdity Stalgrnmt :: Refund Statement Under Florida taw, emell addresses ane public records. If you do not want your e-nro0 address released In response to a Publk-records request, do not send elaaronk mag to this entity. Instead, contact the office by phone or by traditional mail. Ir you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, lkensees licensed under Chapter 455. F.S. must provide the Derartmerd with an eman address If Ihey have one. The emalls provided may be used for official communication with the nrensee. However emall addresses are public record If you do not wish to supply a personal address, please provide the Department with an ernail address which can be made available to the public. To determine U you are a licensee under Chapter 455, F.S., please dick per. Product Approval Accepts. M seeurityarr.rnrer http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=vGEV XQwtDgtvA%2bxmzk 1... 2/19/2016 INSTALLATION NOTES: 1. ONE I3) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSIALLAI ION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION L SPACING IN THE ANCHOR LAYOUT DETAILS LC., WIT$ TOUT CONSIDERATION OF rOLERANCL`). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQIJIRFD AT EACH INSTALI ATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 2/26 INCH OR GRFATEP OCCURS SHIMS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFIOLNI LENGTH TO ACHIEVE 1.1 Z INCH MINIMUM EMBEDMENT INTO VIOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTAI LATION INTO METAL STUD USE 48 SELf•T4PPI JG SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A OINIMUM OF 3 STEADS PFN RATION BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. d- THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITV TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 020 SE04APPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PEKE I RAI ION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUCING RUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF CLOCK OR EDGE OF MORTAR JOINT IMO FACE SHELL OF BLOCK 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTUREA'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCIIOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWINS PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF MS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT•FILLFD CMU- UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMIJM CDMPRF_GSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE S1 RENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 IM. MINIMUM WALL THICKNESS OF 47.6 MIL (04478' or 18 GAUGE). MIN. I/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063.75. MINIMUM WALL THICKNESS OF 1/16'. MIN. LZ' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE IFBQL, EXCLUDING HVHZ AND HAS BE EN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 102A.S.2/0404)8/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INS'ALIATION. A. IX AND ZX DUCKS (WHEN USED) SHALL BE OCSIGNCD AND ANCHORED ASSPECIFIED HEREIN, REFER TO SHEET 6 r0R rurnHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVMZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMMADE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON TMLS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 7 IN ACCORDANCE WITH THE STH EDITION FDC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS, MAX OVERALL SM WIDTH HEIGHI TABLE OF CONTENTS SHEET REVISION SHEETNSCQVTTON 1 - INSTALLATION A GENERAL NOTES 2 - ELEVATION 3 ANCHOR LAYOUTS 4 VERTrC.AL A HORTZONTAL SECTIONS (NAIL FIN) 50 / -50 PSF VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) H5-- HORIZONTAL SECTIONS. BUCK INSTALLATION, d GLAZING DETAIL MAX OVERALL SM WIDTH HEIGHI CONFT6. DESIGN PRESSURE MISSME IMPAR RATING 36' 84• O/X 35 / -35 PSF NON IMPAR 38' 66' O/X 50 / -50 PSF NOW IMPACT 38' 74• O/X 50 / -50 PSF NON IMPAR 38' 77' O/% 35 / -35 PSF NOW IMPACT M• 62' O/X 50 / -SO PSF NON IMPACT 4' 72' O/X 35 / -35 PSF NON IMPAR 46' 84' OM 20 / -20 PSF NON IMPACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36' 83.75' O/X (ORIEL) 35 /-35 PSF NON IMPAR 18' 96' O/X (ORIEL) 20 / -ZO PSF NON IMPAR 72• 62- O/X-O/X 35 / -35 PSF NON IMPACT 72• 84' O/X-O/X 35 / -35 PSF NON IMPACT 76' 62' O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X-0/X 50 / -50 PSF NON IAPACT 76' 77' O/X-0M 25 / -25 PSF NOW IMPAR BO' 74' O/X-O/X 35 / -35 PSF NON IMPACT 96' 74' O/X-O/X 30 / -30 PSF NON IMPACT 108• 62' O/X-O/X-O/X 50 / •5D PSF NON IMPACT 108' 72' O/X-0/X•O/X 50 / -50 PSF NON IMPAR LOB• 84' O/X-O/X-O/X 25 / -25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SilverLine IAndersm I o4vrF•ooA44 ONF SMVM" OCYE MRIITH Pwtl1V1LT'- w 04Fa4 Frt frs2) usr000 W QC U) Z Yj2uL) DWG #: SWD002 1SHEET. OF ( MAX. FRAME MAX. FRAME Silver Line WIDTH +B• WIDTH 48• - byAjideF5E71 B E 4 4 1 5 RRv.RRRR• ONE$AWFUL" ORM I OR'M Q. NJ ORIOL mmas-g D F PR0• C 'O' C 8 3 '^ 4 4 + J MAX. FRAME MAX FRAME Wj m HEIGHT 96• HEIGHT 96• w = e+ t QUALIFIED CONFIGURATIONS W o s ARCH TOP CONFIGURATIONS FOR ALL 29011901 RATINGS, SINGLE UNIT CONFIGURATIONS d F m ELEVATION ELEVATION u*)% SINGLE HUNG WINDOW ` SINGLE IIUNG ORIEL. WINDOW O H p H palMAX. FRAME MAX FRAME III > U WIDTH 96• 1 W " BE I4sQUALIFIEDCONFIGURATIONS ARCH TOP CONFlGURATIONS FOR ALL 2!021902 RATINGS, TWIN UNIT CONFICURATIONS F F O 8 f Z 4 4 p..i.... N MAX FRAME =' HEIGHT 74• MAX d'• ~ g HEI W` A D < V Z 'ef vZS 4 5 A p ELEVATION + s ELEVATION DW&#: TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 W DOO 2 SHEET: 2 OF 6 WIDTH 6Hr los• B E 4 s f C p 7 D 7 FRAME s4• x• x• x• 2• MAX, FROM CORNERS L 11' MAX. O.C. 1_ 11' MAX. O.C. 2• MAX. M. iyQ$k FROM 2 iS LL J W c=G' 1Wy JyV4ZWW COPNERSL Z3 mo JW N F F p riitoOfit W P a 4 DW6 At, ANCHOR LAYOUT 5WD002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW NOiL1 M• A A" SMALLLE ANDaOEItAW 'O[ MAXMV L1 ANDATM(Aq JAM11, ANp sLL ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 2' MAX. FROM -{ 4 1/2' MAX, r I r— tORNERS I O.C. 4 1/2" A O.0 2" MAX.1 I I 4 1/2' MAX. FROM J OC CORNERS ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 6' MAX. {..-. CORNERS I r-- 2GOMCAX. 6' MAX. FROM CORNERS 20'MAX O.C. L 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 161, 1' MAX. F:ZOM 6' lMX. CORNERS r- --I O.C. 6' M O.0 MAX. 1 I 1 6" MAX FROM J --I I'^ O t, CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4' MAX, CORNERS i O.C. 1 M. iyQ$k INN 2 iS LL J W 2" MAX.1 I I 4 1/2' MAX. FROM J OC CORNERS ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 6' MAX. {..-. CORNERS I r-- 2GOMCAX. 6' MAX. FROM CORNERS 20'MAX O.C. L 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 161, 1' MAX. F:ZOM 6' lMX. CORNERS r- --I O.C. 6' M O.0 MAX. 1 I 1 6" MAX FROM J --I I'^ O t, CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4' MAX, CORNERS i O.C. 1 Im 16 1/2' MAX O.C. L 6' MA T FROM ANCHOR STRAP FROVMA J CORNERS P/N 50.2995-2 CORNERS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 12' MAX. O.C. SilverLine bFa1dersel, r4l- SO.YERJW bmw NW1H/RJNS' WCLM N. piEl4354WO M. iyQ$k 2 iS LL J W c=G' 1Wy JyV4 Im 16 1/2' MAX O.C. L 6' MA T FROM ANCHOR STRAP FROVMA J CORNERS P/N 50.2995-2 CORNERS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 12' MAX. O.C. SilverLine bFa1dersel, r4l- SO.YERJW bmw NW1H/RJNS' W CLM N. piEl4354WO gin iyQ$k 2 iS LL J W c=G' 1Wy JyV4ZWW m m OJ w m Z3 mo JW N F F p rii toOfit W P a 4 DW6 At, ANCHOR LAYOUT 5WD002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 L1 cam Z 00 1-4 LijLu u G Il gin Y'•-```•^ E 111 ILS STRAPP/N kANCHORz 50-2995.2 o SEE SHEET 5 FOR DETAILS DW6 At, ANCHOR LAYOUT 5WD002 THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE'/ MASONRY 1112. MIN. g VERTICAL SECTION BY OTHERS EMBEDMENT SilverUne CAULK BETWEEN CONCRETE/ MASONRY 6 2X a'' NAIL FIN WOOD BUCK BY OTHERS . •6 2X WOOD BUCK BY OTHERS a SEE SHEET 6 FOR ' SHEET 6 CONNECTION DETAILS 3/8' 6LJN, EXTERIOR INTERIOR EDGE DIST. as WOOD SCREW u INSTALLATION ANCHOR """""' UNIT EXTERIOR FINISH P f K Z BY OTHERS 1/4'MAX. PERIMETER SHIM SHIM SPACE SEALANT / 1 1\ O.A. BY OTHERS I / BY OTHERS UNIT 1/4' MAX HE16HT EXTERIOR INTERIOR MIN. 3 THREADS 1 SEE GLAZING BY OTHERS DETAIL, SHEET 6 DWG' SWD002 SHEET' 4 OF 6 g VERTICAL SECTION SilverUne 4 HEAD- 2X WOOD BUCK NAIL FIN aAndersen SEE GLAZING DETAIL. SHEET 6 nc ou) u>aan EXTERIOR INTERIOR MTN.3/B' EDGE DISTANCE O.A. u SHIM SPACE UNIT P f K Z HEIGHT PERIMETER 1SEALANT1\ BY OTHERS o 1/4' MAX EXTERIOR FINISH MIN. 3 THREADS SHIM SPACE BY OTHERS SEE 6LAZIN6 8 WOOD SCREW y INSTALLATION ANCHOR DETAIL SHEET 6 3/B' MIN. EDGE DIST. 2X WOOD BUCK BY OTHERS INTERIOR SEE SHEET 6 FO r CONNECTION DETAILS A ° a! CAULK BETWEEN INSTALLATION ANCHOR CONCRETE/ MASONRY CONCRETE/ MASONRY d 2X 1 1/2' MIN. OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL - 2X WOOD BUO( NAIL FIN DWG' SWD002 SHEET' 4 OF 6 SilverUne aAndersen ruowe•eseea as aa\txvh nn[ werw u\n+swra. w cesm nc ou) u>aan 1/4' MAX, MTN.3/B' EDGE DISTANCE A g u SHIM SPACE P f K Z p m 0 LLOO SASH REINFORCD46 Y W oSEESHEET6FORREQUIREMENTSMIN. 3 THREADS SEE 6LAZIN6 PENETRATION BEYOND METAL STRUCTUREDETAILSHEET6 WJ t (•m' w o P INTERIOR Fr8 6R. 5 SELF -TAPPING SCREW r W ^ INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET IINSTALLATION p NOTE 14 m EXTERIOR FINISH BY OTHERS Z EXTERIOR PERIMETER SEALANT C) BY OTHERS H ZO O.A. UNIT 1" WIDTH i g Lu n Lup SECTIONeHORIZONTAL 4 JAMB -METAL STUD NAIL FIN DWG' SWD002 SHEET' 4 OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY BY OTHERS .•.•:. PERIMETER SEALANT--/ _ BY OTHERS IICAO.2X WOOD BUCK O.A. EXTERIOR UNIT HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 5) #14 PANCAKE HEAD 3/4' MM EDGE DISTANCE + 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX ti •. CONNECTION DETAILS SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 6(•AZING 11/2• Mm DETAIL SHEET 6 EMBEDMENT INTERIOR jj 1/4• MAX. SHIM SPACE ti 1 INTERIOR MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN 1/21 EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS tE VERTICAL SECTION 5J IICAO.2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR IAMB- METALTUBE/STUD OR APPROVED MULLION THROUGH FRAME. 5) #14 PANCAKE HEAD ANCHOR STRAP, AT TWIN A SCREWS FROM STRAP TO FRAME. HOLES PROVIDED 4.0000-4.0000 TRIPLE CONFIG.ONLY. SEE O.A. 2.00001-2.0000- PLAN VIEW -ANCHOR STRAP UNIHEIGHT P/N 50-2995-2)' DETAIL AT Z RIGHT FOR INSTALL. REQ. 1/4" MAX PERIMETER SEALANT SHIM SPA BY OTHERS EXTERIOR FINISH MIN. BY OTHERS e EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR 1 3/4" MIN ° EDGE DISTANCE p VERTICAL SECTION 5 SILL. CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN 1/21 EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS tE O.A. UNIT WIDTH F HORIZONTAL SECTION S IAMB- METALTUBE/STUD OR APPROVED MULLION THROUGH FRAME. 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED 4.0000-4.0000 TO ACCOMODATE #14 DIA. 2.00001-2.0000- 0.0620 - 0.5000 ) Z 0.7500(2){—(-3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1.1/4" EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRUA ING SCREWS. 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MAN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverLine by•Andersen ng SUMUZ4 wnf w7w wwwuc w ono: w px1 •uwoo 3 + r n o m N, W m 10 2 & c auj a0 V) Z 0 V) p ws NLu O e 3ANg O DWG #: SWD002 SHEET: 5 OF G INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF, REQUIREMENTS REQUIREMENTS. VERTICAL SECTION /- HORIZONTAL SECTION 6 MEETINGSTILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESI6N PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (OIX). DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X•O/X•O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF C- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RAT"S: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF SilverLine NOTE: byAnderSen ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. v.•e.••eoeu D•t=m MDhDerr[ rs+o.w nu+ma, w ono= I 5/8' O.A 16. GLASS 7 y vi k'8 ZOk 0^nd cXTERIOR / \ INTERIOR v "J n y w C mz c I O ` MIN SLA55 h j O i m G< m 1 (7 BITE 1/2• W m c s 1/8• SETTING BLOCK GLAZING DETAIL ] c 1/4' ITW TAPCON ANCHOR V) 4' FROM CORNERS Z ZX WOOD BUCK OF SUFFICIENT ONOTE: ZO 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE LO'' 11/4 MM ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. EMBEDMENT SPACING SPECIFIED IS NOT EXCEEDED. J„) 11/2• MIN. EDGE 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK c 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. 0 C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4 MM EMBEDMENT 11/2• MIN. EDGE DISTANCE 2- MIN EDGE t DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Cg$ uZ DWG #: SWD002 SHEET: 6 of 6 8 DOORWIVIANUFCRSAS=APON Hallmark® Certificate of AMS, INC. IEWDMA Conformance and License (CCL) Systecm,ros, Inc.' Ad""`"" In °""" Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440.11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm 69241.01-109-47 7/17/2012 3/8/2017 9142127mm (36x84in)-H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 12190676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 9140930 mm (3606 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05/ Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118m 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 120012a (25psf); Negative Design Pressure DP) = 120013a (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965x1676mm' (38x66in'}Type H; Positive Design Pressure DP) = 240013a (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psQ WD -20 10/14/09 Friday, May 13, 2016 Page 7 yVMAmFAAC UsAS90CIAT10N Hallmark® Certificate of l; AMS, INC. IEWDMA Conformance and License (CCL) d ' AaminiureN%YMaenbKmeet Syatcros, Inc. Silver Line Building Products Mfr 10: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 11 18m 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H; Positive Design Pressure (OP) = 2400Pa 50psf); Negative Design Pressure (OP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psQ 440•H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178.1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psQ; Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; OP = 2400Pa (50psf); DP =-2400Pa (-50psQ 440-H-025.47 29001mpact ASTM E-1996 121ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm ' (38 x 74in') Type -H; DP +50/-50 psf; Water Test Press 360Pa 7.52psf) 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type -H WD -20 10/14/09 Friday, May 13, 2016 Page 8 WINDOW T°SuASSMIA»oN Hallmark® Certificate ofAMS, INC. IEWDMAConformance and License ( CCL A tniS°""c"'°°g`n"" t1tX systcM Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type -H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM OP +50/-50 psf, Missile D, 1321 mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM OP +50/-50 psf, Missile D. 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type -H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm 09957.01-109-47 10/9/2014 8/612018 1321 mm x 1829mm (52 x 72) Type -H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 2900-4900 Series/29014901 Single Hung Window 101/I.S.2/A440.11 Class LC-PG30; Size Tested 1219mm 1956mm 09359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type -H; DP +30/-30 psf; Water Test Press 260Pa (5.43psO 440-H-025.64 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm 09964.01-10947 1129/2015 814/2024 1219mm x 1829mm (48 x 72) Type -H; OP +35/-35 psi; Water Test Press 26013a (5.43psQ 440-H-025.65 29004900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-10947 1/29/2015 8/4/2024 965mm x 1956mm (38 x 77) Type -H; OP +35/-35 psf; Water Test Press 26013a (5.43psf) 440-H-025.66 29004900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20, Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type -H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.67 2900-4900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/1/2015 918/2025 965mm x 1880mm •(38 x 74) Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ WD -20 10/14/09 Friday, May 13, 2016 Page 9 C ASSOCIATION IEWDMA Hallmark® Certificate of Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. Adminisuad%v Man% -a=t Systcros,Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47•r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-4900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118m 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118m x 1575mm (44 x 62)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 10l/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1131/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440.08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994xl524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; OP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440.11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; OP +50/-50 psi; Water Test Press 360Pa (7.52psf) 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm 09358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; OP +35/-35 psf; Water Test Press 260Pa 5.43psf) WD-20 10/14109 Friday, May 13, 2016 Page 10 WINDOW TURE SASSOCIATION Hallmark® Certificate of, IEWDMA Conformance and License (CCL) '" Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. A°" sSymms, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type -H; DP +15/-15 psi; Water Test Press 180Pa (3.76psi) 440-H-027.28 2900-4900/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type -H; DP +25/-25 psi; Water Test Press 180Pa (3.76psi) 440-H-027.29 29004900 Series/29024902 Twin Single Hung 101/l.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77)' Type -H; OP +25/-25 psi; Water Test Press 180Pa (3.76psO 440-H-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/1 S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3127/2026 2184mm x 2134mm (86 x 84) Type -H; OP +15/-15 psi; Water Test Press 360Pa (7.52psi) 440•H-027.31 29004900/2902-4902 Twin SH 101/I.S.2/A440.11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type -H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type -H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-027.33 2900-4900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type -H; OP +30/-30 psi; Water Test Press 220Pa (4.59psi) 440•H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737x1575mm (108x62in}H 440-H-028.15 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1117/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x 1575mm•(107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type -H WD -20 10/14/09 Friday, May 13, 2016 Page 11 W WFACTU° RSASWCIADON Hallmark® Certificate of AMS, INC. Adminisanti Yl•,anagcmcat11WDMAConformanceandLicense (CCL) 4C > syst,s, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 2900-4900 Series/2903-4903 101/I.S.2IA440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109-47 11/7/2014 2121/2018 2737mm x 1829mm (108 x 72) Type -H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-028.20 2900/4900 Series 290314903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type -H; DP +20/-20 psi; Water Test Press 150Pa (3.13psf) 440-H-028.21 2900/4900/70-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type -H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01.109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type -H; DP +30/-30 psf; Water Test Press 22013a (4.59psf) 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 11 18m 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60*in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-029.08 2900-49001290713907 Single Hung 101/l.S.2/A440.11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type -H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-030.15 2900/4900 Series 101/l.S.2/A440.11 Class R-PG20; Size Tested 2032mm 1575mm 02935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psl) 440-H-030.16 2907TR/4907TR Series 101/l.S.2/A440.11 Class R-PG20; Size Tested 2718mm 1880mm 05514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type -H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm 05514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type -H WO -20 10114109 Friday, May 13, 2016 Page 12 WIN001W R OOOR MMUFACTURERSASSOCIATION Hallmark® Certificate of ' IEWDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceit.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. Adminisaati-m Managenxnt systcros, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 5500/5540 Transom (Specimen 1) 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type -TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109-47 l(c 7-4x— John A&Fee, VP a 11/2312015 4/27/2025 11/23/2015 4/27/2025 rains, MDAM Hallmark By: J4 Rhonda Schor_, Authorized Representative, AMS If Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD -20 10/14/09 Friday, May 13, 2016 Page 26 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 3947 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate) Windows Single Hung Series 2900/4900 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. vorero, P.E. Florida Professional Engineer At 73778 Date: 12/15/2015 Contcnts: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' 4to J% Uj isS70NAL 77f1111` Hermes F. Uorero, P.E. Florida No. 73778 lr•BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL q 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5'h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL f# 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5`^ Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 12/15/2015 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 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 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 IrIA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it Gauge Roofing Nails OR 20d 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. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/28f2017 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Fad labFloricla 1000% r ° Product Approval USER: Public user Product Approval Menu > Product or Application Srarfh > Annllfadon Llst > Application Detail FL # FL12194-113 v? r:, ,.. Application Type Revision r.: --:, • . Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Aluminum Colls, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcollslnc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Emal I Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden e- Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsJ/www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXOwIDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2(1CXzYpyxA%3d%3d 1/2 4/28/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/05/2017 urjiinaryrof Products y,"•t — - — FL # Model, Number or Name Description '• 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12194 R3 H ALCI5001 Evaluation Report 2014 FBC 04 T4 Sofflts.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Created by independent Third Party: Yes ea ' Luxtj Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-IB24 The State of Florida Is an AWED 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 pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply e 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 here . Product Approval Accepts: ISM.. Credit Card Sate https!/www.0oridabuilding.orgfpr/pr app cid.aspx?param=wGEVXC1wtDquk24AUC%21EHMrNrkL4bysALEZSXMjsX5GEO%2fiCXzYpyxA%3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE r EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 Standard 5001 West Knox Street CTLA 1847W Tampa, FL 33634 Certified Testing Laboratories (TST1577) 813)249-9743 AAMA 1402 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Certified Testing Laboratories (TST1577) CTLA 1847W HAMA 1402 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 LIMITATIONS Year 1986 1986 1986 1986 1. This report is not for use In the. HVHZ. 2. Design wind loads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. 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 614320-3. PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in?, lin.ft for the 'full vent' configuration and 4.2 W/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALCI5001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 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 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G p.RY R. No 74021 O'.. STATE OF ON Al NC . CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 4r,r/4 /RI'rr 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 (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for Stale 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. ECREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMMATioNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12"T4 Soffit —12 -inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location LocaGon Location Location c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Ltion ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 Lncatinn If- Fastener Fastener Location 1 l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J roved Systems for 124nch Overhang with J -Channel 16F-# Approved Systems for 164nch Overhang with F -Channel 16J-# Approved Systems for 164nch Overhang with J -Channel 24F-# Approved Systems for 244nch Overhang with F -Channel 24J roved 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 MOP No. Width pyo Substrate F -Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 318 x 318 -inch One (1) min. 1 3/4anch long x 12F-1 164nch ooWood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -Inch 0. x min072 -Inch dla. . 3/16 140.0 24 -inch o.c. o.c^ inch head dia. trim nail spaced 364nch o.c. Three (3) min. 3/4 -inch x 1/flinch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4inch 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/flinchinc 48 spaced 24 -Inch o.c, and securing each panel lap head dia. trip nail spaced 640 inch o.c. 12F-3 Max Masonry One 1 14 a. 5/8 -Inch Ion T nailgg Wood One (1) min 314 -inch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/44nch 48 16 inch spaced 8 -inch o.c. crown staple spaced 84nch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width ps(j psfj Substrate Substrate F -Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 314- Inch x 1/4 -Inch crown One (1) min. #8 x 1/2 -Inch One (1) min 314 -Inch x One (1) min. 1 3/44nch long x 12J-1 M Wood staples in diamond long x head diameter Wood 1/44nch crown staple dia x min. inch0.0ad 48 Wood Wood 16 -inch 0.072 -inch diameter finishing nail with min. 3116- pattern spaced 24- screw spaced 16 -inch o.o. spaced 12 -inch spaced 84nch o.c.. dish head dia. trip nail spaced 48- ed 64.2 o.c. and securing each inch head spaced inch o.c. connecting soffit to Jchannel inch o.c. panel lap Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width ps(j Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch crown x One (1) min. 1.75 -inch x 16F-1 Max Masonry One (1) 14 ga: 5/84nch long T nail Wood Wood 14nch leg staples spaced max 0.072 -inch diameter finishing nail with min. 3116- 153.312 -inch spaced max 8 -inch o.c. o.c. and securing each inch head spaced panel lap 12 -Inch o.c. Three (3)18 ga.1/4-inch crown x 1- One (1)18 ga. 114 -Inch crown x One (1) min. 1.75 -inch x 0.072 -inch diameter 16F-2 Max 124nch Wood inch leg staples in diamond pattern Wood 1 -inch leg staples spaced max 4 -inch o.c. and securing each finishing nal with min. 3/16- 153.3 spaced 164nch o c panel lap inch head spaced 12 -Inch o.c. Max One (1) 3/84nchhead dia. nal, min. One (1) min V&irich x 3/8 -inch One (1) min. 1 3/44rich long x 0.072 inch dia. x min. 16F-3 164nch Wood 1,25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 364nch o.c. Max Three (3) min. 3/44nch x 1/4 -inch One (1) min. 1 3144nch long 16F-4 crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/44nch x 0.0724nch dia. x min. 114- 27 164nch spacedspaced 24 -inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -Inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/44nch x 1/4 -inch One (1)18 ga. 1/4 -inch crown x One (1) min. 1.75_4nch x 16F-5 Max. Mary One (1)14 ga. 5/84nch long T nail Wood 1 -inch leg staples spaced 4- 0.072 -inch diameter finishing nail with min. 3116- 143.3164nchspaced64ncho.c. inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. Max.1-inch Three (3)18 ga.1/4 inch crown x 1- One (1) 18 ga. 114 -inch crown x One (1) min. 1.75 -inch x 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood leg staples spaced 4 inch o.a and securing each finishing nail with min. 3116- 143.3 spaced 164nch o.c. panel lap inch head spaced 164nch o.c. Approved Systems -for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max Three (3) min. 3/44nch x 1/4 -inch One (1) min. 1 3144nch 16J-1 164nch Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/44nch long x 0.072 -inch dia. x 23.5 spaced 244nch o.c. crown staple spaced -8 -inch o.c. min. 114 -inch head dia. trip 31.4 nail spaced 484nch oz, ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix A Approved Systems for 244nch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pstj Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/44nch Nominal 1)2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga.t/4- anchored to 124nch ox, securing One (1)18 ga. 114 - One (1) min. 1.75 -inch x Max inch crown x 14rich raker with one each panel tap inch crown x 1 -inch 0.0724nch diameter 24F-1 12 -inch Wood leg staples in 1) min. 225- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond patten inch x 7d ring One (1) min. 1.754nch inch o.c. 3116 -inch head spaced spaced 164nch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3116 -inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 1 -inch leg Nominal 1x2 staples spaced One (1) min. 1.5- Not SYP 12 -inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80124F-2 12 -inch Wood smooth shank raker with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 31164nch head spaced 16 -inch o.c. inch ring shank x 0.0724nch diameter 12 -inch o.c. nail 244nch o.c. finishing nail with min. 31164nch head spaced flinch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max One (1) 14 ga. anchored to each panel lap inch crown x 1•inch 0.072 -inch diameter 80124F 12 -inch Masonry inch long T nailit raker with one Wood leg staples spaced 8• finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 225- One (1) min. 1.75 -inch inch ox, 31164nch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with. F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width cast) Substrate F -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 12 -Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75 -inch x Max inch crown x 14nch rafter with one each panel lap inch crown x 14nch 0.0724nch diameter 24F 4 164nch Wood leg staples in 2'25- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern in x 7inchx7d ring One (1) min. 1.754rich inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail x 0.072 -inch diameter each panel tap 16 -inch o.c. 24 -inch o.c. finishing nail with min. 3116 -inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min., 1.754nch x inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 2417-5 18nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch c.c. and securing 3116-inch.head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16 -inch o.c. nai124inch o.c. finishing nail with min. 3116 -inch head spaced 4 -Inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga. 114- One (1) min. 1.754nch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-6 164nch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8 -Inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced inch ring shank x 0.072 -inch diameter each panel lap 16 -inch ox, nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4anch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-Inch Nominal 1x2 min. 225 -inch x 7d ring shank nail crown x 1 inoh leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown she raft - Waned through the ratter Into ttre end staples spaced 12 -Inch o.c. securingng One (1) 18 ga. /.- One (1) min. 24J-1 Max rafter with one x 1 -inch leg of the barren or two (2) each panel lap inch crown x 14nch x 0.072 -Inch diameter iami terdiameter 12 -inch 1) min. 2.25- staples in diamond min. 2.25 -inch x 7d One (1) min. 1.75 -Inch Wood leg staples spaced finishing nail with min. inch heads ced 60X16inchx7dring shank nail pattern spaced 16- inch ring shank nails toe. nailed on either side of x 0.0724nch diameter 84nch o.c. 124nch o.c. 24 -inch O.G ox, the batten each finishing Wan with min. 31164nch head spaced et trseofi/n. Max.flinch Intersection. M O.C. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) IS ga.t/flinch Nominal 1x2 min. 225 -Inch x 7d ring shank nall Brown x 1 -inch leg No.2 SYP anchored to Three (3)18 ga.1/4-inch crown straight -nailed through the rafter Into the e Maples spaced 124nch o.c. securing One (1) 18 ga.'/.- inch crown x 14nch One (1) min. 1.75 -inch 24J-2 Max rafter with one x 1 -inch leg of the batten or two (2) each panel lap leg staples spaced x 0.0724nch diameter 164nch 1 min. 2.25- stastaples in diamond min. 225 -inch x 7d One (1) min. 1.754nch Wood 8 Inch O.C. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- ring shank nails toe nailed x 0.0724nch diameter securing each panel 3116 inch head spaced16 -Inch o.c. shank Hall inch O.C. on either side of the batten at each finishing nail with min. lap 24 -inch o.c. batten/rafter 3/164nch head spaced intersection. Max cinch o.c. rafter spacing Is 244nch o.c. ALClSO01 FL12194-R3 7of7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/6• head dla. nail with miu. !S' sngagament(!or %rood substrata) or cin. 9.0971 die. T -nail cc stub nai! itch oin. 5/8• eagagemanc(:or ccacrece or block eubstracel. spaced as sicced above. FASCIA SLIP BOARD JAI— FASCIA TRIM 12F-1 & 7 SOFFIT (OVERHANG WIDTH VARIES) 12F-3 F -CHANNEL Wali, Concrete or 63o.:Y. Nall STAPLE SOFFIT TO FASCIA BOARD F50 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 FL12194-113 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. NCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r. ` SOFFIT STAPLE OPEN 3/4' X 1/4' ' I DIAMOND PATTERN r DETAILiErPATTERNCROWNSTAPLES USING A DIAMOND s FACIA BOARD ii FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4• TRIM NAILB' STAPLE ON CEN ER 1-3/4' TRIM Nal PAINTED S.S. F. CHANNEL CAN 6E INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP NAILING FLANGE UP OR O.C. 3/4• x 1/4 Dowty CROWN STAPLE SOFFR-max• 12 -inch span WOOD SOFFIT SATE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4" X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN J—CNANN0.1-3/4' TRIM NAIL screwed to sofP:t with orze(l) t)8 s PAlNTEO S.S. 48' 1/2" X 3/8' bead O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT—max. 12 -inch span ALUMINUM COILS, INC Soffits Appendix B n,orrvm ; SOFFIT STAPLE E DETAIL DIAMOND PATTERN FACIA BOARD I" i aar s ASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAI ALCI5001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i t- TRIM RAIL FASCIA BOARD PAL "TEDSS FASCIA CAP SOFFfr I*xk CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 87 S$ TiL'1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT t FASCIA FCHANNEL OETAO. SOFFIT; MAIL 16' SPAN MASORRYJ SUBSTRATE I ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3,181 head dia. nail --4:ih min. 11— scxlagement(for wocYl substrate) or min. 0.697" dia. T -nail or stub rail with min. 5/8" engagement(for concrete or block substrate), spaced as noted abovo. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, nc—I.. or Hlcck w FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALCI5001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail a , SOFFIT STAPLE OPEN RAFTER 3/4• X 1/4• ;1-1i DIAMOND PATTERN DETAILCROWNSTAPLESt I1 USING A DIAMOND StIYaES ` PATTERN FACIA BOARD i i FASCIA CAP 16F-4 14- 1 FACIA BOARDCUM1-3/4• TRIM NAZI 3/4• X 1/4• CROWNSTAPLE •8' ON C 1-3/4• TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. lWUNG FLANGE UP OR 3/4- X 1/4' DOWN CROWN STAPLE SOS- max. 16 -inch span WOOD SOS SUBSTRATE SOFFIT &FASCIA DETAIL ALClSO01 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 11* TRIM NAIL FASCIA BOARD PAINTED S.S. fASCU CAP SOFFIT r4 -CROWN STAPLE OPEN RAFTER FASCIA BOARD r>d' CROWN STAPLES SOFFIT &FASCIA USING A OIAMO:D) 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO SOfili t FASCIA F' CMANNQ OCTAL 8y 3l8 SOFFIT; MAX. iP SPAN HOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194413 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4' X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAZI PAINTED S.S. 48- O.C. SOFFIT -Max. ib -inch span ALUMINUM COILS, INC Soffits Appendix B I nc `; SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD i FASCIA CAP 3/4' X 1/4- CROWN FACIA BOARD STAPLE -8' ON CENTER 1ATRIMMILP FASCIA CAP 3/4- X 1/4 - CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 111' TRW VAIL FASCIA BOARD PAINTED SS. 1'.j CROWN STAPLES SOFFIT FASCIA CAP USING A OIAnON0 PATTERIK REFER TO r4' FROWN STAPLE SOFFIT STAPLE OIAMORO PATTERN OE(AIL 1 I- TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 24F-1 & DETAIL 24F-4 rxf- CROWN STAPLE FASCIA CAP; REFER To SOFFIT i FASCIA / \ Rceow r OFTAR r srP . Rafter Anchored foSOFFIT; MAX. E4- f L 3 B IF-CNAfINEL Rafters .nth on* 7d Rin Sha* NaB at a"q Rafter i MOOD SIR35TIUTE \ — / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRO1 NAL FASCIA 8O4RO i PAINTED SS 14- SMOOTH SHAAX ' I fASCIA CAP ROOF WAILS Sow, I ret' CROWN STAPLE I i TRIM NAL FASCIA BOARD PAWTEO SS SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 ret CROWN STAPLE FASCIA GP. REFER TO SOFFIT i FASCIA OETAL Naming rx2' SYP Batteo Anchored to SOFFIT; MAX TG' F<HANNEL Raflers With an Td Ring Shank Had ar Val Rafter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 NALFASCLA SWO PAINTED S.S. 166A r' T -NAILS WFASCAP SOFFIT CROWN STAPLE I i' TIM NAL FASCIA SOAAD PAWED s.s. SOFFIT & FASCIA 24F-3 & DETAIL t 24F-6 r4- CROWN STAPLE FASM GPS REFER TO SOFFIT i FASCIA DETAIL mocha rxr SYP F-CRANNEL Batten Amhored to Rafttrs vith are Id SOFFIT; MAX 24' Ruq Shank fWl at eery Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 It TRIN NAIL fASCu BOARD PAINTED SS 1•3j• CROWN STAPLES fA5[L CAP USO(G A O"ONO SOFFIT - jPATTERN. REFER TO CANTILEVERED rtj " CROWN STAPLE SOFFIT STAPLE RAPIERINANONDPATTERN OEf Af. FASCIA BOARD FASCIA I Taut UAL PAINTEDss. DETAIL 24J-1 & r• CROWN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT L FASCIA OETALL 83 \ F1dmYtal r i 2' SYP baaens I v— toMWbd bstueen nets ah0 SOFFIT. 11A7:. li" HHANNEL elOOlV GUh ttM (I) 70 Arg 1 hark as sbai,;M-naw I IUvoughthetetterIn:* av end W000 SUBSTRATE of the ba"en or two C2) 7d ring 4" haft We4Wed an eJhm aide of the pattern at the befleMeOp intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B. C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for 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-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vun is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed Mph) Roof 120" 130. 140 150 160 170 180 190Heightft 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 -40.1 1 -45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 70.1' Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 1 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 1 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 1 15.4 1 17.8 1 20.5 23.3 26.3 1 29.5 1 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic'Wind Speed mph). Roof 120 13d 140 150 160 170 180 190Heightft 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 1 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 1 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 1 23.7 27.2 31.0 35.0 1 39.2 1 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC soffits Appendix C ALC 15001 FL12194-R3 Page 4 of 4 This evaluatlon report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed (mph) Roof 120 130 '140., 150 160 170 180 190Heightft 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 1 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 1 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 1 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 1 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 1 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 60 202 1 23.7 1 27.5 1 31.6 35.9 40.5 1 45.4 1 50.6 56.1 ALC 15001 FL12194-R3 Page 4 of 4 This evaluatlon report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" J -Channel 3/8" 3/L" r 1/8' HEM 15/8" T 3/8' ISOMETRIC VIEW Pr PRK—f ISOMETWC VIEW 3Po- Raw ALUMINUM COILS. INC Soffits Appendix D ALCIS001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6'FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALCIS001 FL1219413 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16"Q4 Soffit ALUMINUM COILS, INC Soffits Appendix D 18' BLANK 3 / 8 PROFILE 2625 REF. SO 71P. 25 7YP. M125 M. o aoaaa oaoao aoaoaa aaao fb aoaaaa ooaao rnet ie:_a oma" u e n nnuvos vavaEo w sw+E oa[rna+ s NOS) ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12° T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8' 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" L3/4.' 1/8" 1/8" 3/8" 13.7S" BLANK 3/8" PROFILE 2.625 Rs. sa rn. 1 00000 000000= 00000 0 00000 00000 WME IDLWR PArrm Mgi <An OAMIRS FOKIM IN SWE 00RCMW AS WBS) ENO OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5'" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TS71577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (fST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. 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. PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FI -12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 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 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK 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 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. IttJ1t1111111 iRYR. p J*i G, rP• , •......,,Rid'.. No 74021 r_ k STATE OF • 1JJ OR 10 N,. CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 ry.r ry+•+rraw, 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 (7 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2: Refer to Limrr anONs 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 Lotion L tlan Location c. 16" 04 Soffit —16 -inch o.c. Fastener Fastener Location Laption ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 d. 16" Q4 Soffit — 8 -inch o.c. Fastener Lrx'atinn I/ - Fastener Fastener Lion I Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F -Channel izj.l Approved Systems for 124nch Overhang with J -Channel 16F-# Approved Systems for 164nch Overhang with F- Channel 16J-# Approved Systems for 164nch Overhang with J -Channel 24F-# Approved Systems for 24-irich Overhang with F -Channel 24,14 Approved Systems for 24 -Inch Overhang with J -Channel Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width(psf) Substrate F -Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/84nch head dia. nail, One (1) min. 3/8 x 318 -inch One (1) min. 1 3144nch long x 12F-1 16 inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 164nch 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 114 -Inch One (1) min 3/4 -inch x 1/44nch One (1) min. 1 3/44nch 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 46 spaced 24 -inch o.a and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1) 14 ga. 5/8 Inch long T Hall Wood 1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 1/4 -inch 48 164nch spaced 8 -inch o.c. crownown staple spaced 84nch o.c. head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c. ALClS001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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) psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/44nch crown x Three (3) min. 3/4- inch x 1/flinch crown One (1) min. 98 x 112 -inch 16F-1 One (1) min 314 -Inch x One (1) min. 1 314-4nch long x One (1)14 ga. 5184nch long T nail 12J-1 Max. W staples In diamond Tong x 3/ space head diameter Wood 1/44nch crown staple inch dia. x min. inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c.. head dia. trip nail spaced 48- head ed 64.2 12 -inch o.c. inch o.c. connecting soffit to Jchannel Inch o.c. One (1) min. 1.75 -inch x 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. 1/44nch crown x One (1) min. 1.754nch x 16F-1 Max. Masonry One (1)14 ga. 5184nch long T nail WOod 1 -inch leg staples spaced max 0.072 -inch diameter finishing nail with min. 3/16- 153.312 -inch spaced max 8 -inch o.c 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1)18 ga. 1/4 -Inch crown x One (1) min. 1.75 -inch x Max Three (3) 18 ga.114-inch crown x 1- 1 -inch I staples cad maxp 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -Inch o.c. and securing each finishing nail with min. 3116- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -Inch o.c. Max One (1) 3184nchhead dia. nal, min. One (1) min 3184nch x 318 -inch One (1) min. 1 314 -inch long ix0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nal 125.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 314 -inch x 1/4 -inch One (1) min. 1 3/44nch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/44nch x 0.072 -inch dia. x min. 114- 27 164nch spaced 244nch o.c. crown staple spaced 84nch O.C.inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FI -12194-R3 3of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 164nch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1)18 ga. 114 -inch crown x One (1) min. 1.75 -inch x 16F-5 Max. Masonry One (1)14 ga. 518 -inch long T nail Wood 1 -Inch leg staples spaced 4- 0.072 -Inch diameter finishing nail with min. 3/16- 143.316Inchspaced8incho.c- Wood inch o.c. and securing each inch head spaced 31.4 panel lap 16 -inch o.c. Three (3) 18 ga.t/4-Inch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.75 -Inch x 0.072 -inch diameter 16F-6 Max. 16 -inch Wood inch leg staples in diamond pattern Wood 1 -inch leg staples spaced 4- inch o.c. and securing each finishing nall with min. 3/16- 143.3 spaced 164nch o.c. panel lap inch head spaced 16 -inch o.c. Approved Systems for 164nch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16.1-1 Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 164nch spaced 24 -inch o.c. crown staple spaced 84nch o.c. min. 114 -inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL 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.1/44nch Nominal 1x2 crown x 1 -inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1 -inchinch 0.0724nch diameter 24F-1 124nch Wood leg staples in 1) min. 2'25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern Inch x 7d ring One (1) min. 1.754nch inch o.c. 3/164nch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter 12 -inch o.c. 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4 One (1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap Inch crown x 14nch 0.072 -inch diameter 80124F-2 124nch Wood smootshankh rafter with one Wood leg staples spaced 8- finishing nail with min. 76.8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/164nch head spaced 16 -inch o.c. inch ring shank x 0.0724nch diameter 124nch o.c. nail 24 -inch o.c. finishing nail with min. 31164nch head spaced 4 -inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga. 114 One (1) min. 1.754nch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch 0.0724nch diameter 80124F-3 12 -inch Masonry Inch long T nail rafter with one Wood leg sstaples spaced 8- finishing nail with min. 78.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/164nch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width ps{) Substrate F -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. Max. inch crown x 14nch aftrafter with one each panel lap inch crown x 1 -inch 0.0724nch diameter 24F-4 1 Wood leg staples in min 2 25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring One (1) min. 1.75 -inch inch o.c. and securing 3/16 -inch head spaced spaced 164nch o.o ailshanknailshah x 0.0724nch diameter each panel lap 164nch o.c. h finishing nail with min. 3116 -inch head spaced 44nch o.c. One (1)18 ga.1/4-Inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-5 186 - inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nal spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 31164nch head spaced 16 -inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3116 -Inch head spaced 4 -inch o.c. One (1)18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staples spaced No.2 SYP 12 -inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75 -inch x Max One (1) 14 ga. 518- anchored to each panel lap Inch crown x 1 -Inch 0.0724nch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8 -inch o.c. 1) Td x 2.25- One (1) min. 1.75 -inch inch o.c. and securing 3/16.4nch head spaced inch ring shank x 0.072 -inch diameter each panel lap 164nch o.c. nail 24 -inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GM ECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection I ave Connection System Panel MDP No. Width psf) Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 Not SYP scabbed between rafters with one (1) min. 2-254nch x 7d One (1) 18 ga.1/4rachNominal1x2 ring shank nailshah M'n x 1 -inch leg No.2 SYP anchored to Three (3)18 ga. crown strai ht through99 the ratter Into the end staples spaced 12 -inch o.c. securingg One (1) 18 ga. /.- One (1) min. 1.754nch 24J-1 Max. rafter with one 14nch x 1 -inch leg of the batten or two (2) each panel lap Wood inch crown x 1 -inch x 0.072 inch diameter finishing nail with min. 6012 -inch 1) min. 2.25 staples in diamond mins x 7d One (1) min. 1.75 inch leg staples spaced 3116 inch heads acedpinchx7dringgpatternspaced16- hank nailsringshanknails ooe- x 0.072;nch diameter131164nch 8dnch o.c. 124nch o.c. shank nail inch o.G nailed on either side of finishing nail with min. 24 -inch o.c. badenlrafter the batten at each head spaced intersection.Max 4-inrh o.c. rafter spacing Is 24 -inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1)18 ga.tl44nch Nominal 1x2 min. 2.26 -Inch x 7d ring shank nal x lynch leg No.2 SYP anchored to Three 3 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced 124nch o.c. securing One 1 18 a. %.- 9 inch crown x 14nch One (1) min. 1.754nch 24J-2 Max rafter with one x 1 -inch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.072 inch diameter finishing nail with min. 1:53.316 -inch 1) min. 2.25 staples in diamond min. 225 -Inch x 7d One (1) min. 1.75 inch 84nch o.c. and 3/16 -inch head spacedinchx7dringpatternspaced16- g shank Trails toe x 0.0724nch diameter securing each panel 16 inch o.c. shank nail inch o.c. nailed on either side of finishing nal with min. lap 24 -inch o.c. the batten at each battenfrafter 31164neh head spaced Intersection. Max. 44nch o.c. rafter spacing Is 244nch ox, ALC1M FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPrroveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressuns limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/8• head die. nail with min. lam^' 5ngagement(:or wood substrate) or r -in. n.OS)° dia. T -nail or stub niil with min. 5/8' engagement(tor concrete or k•loek eubstrats) . apace, as noted above. ASCIA SLIP BOARD ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL ward, cnnc—e . or Block w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 6 System No. Installation Detail n, `, SOFFIT STAPLE OPEN RAFTER,` r Er DIAMOND PATTERN OETAIUSINGCROWNSTAPLES A DIAMOND nes j PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWNJS.S. a' 1 FACIA BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL P CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR11 X 1/4' ROWNDOWNR STAPLE SOFFIT—max. 12 -inch span SOFFITWOOD SOFFIT FASCIA Ir DF -AIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 DMOND PATTERN LCHANNEL 1-3/4- TRIM NAII screwed to soffit With ous(l) #a s PAINTED S.S. 48- 2/2" X 3/a' head O.C. aawter screw, 26- o.c. SOFFIT—Max. 12 -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B WV„SETVM ; SOFFIT STAPLE f ' DIAMOND PATTERN FACIA BOARD DETAIL nwats / ASCtA CAP 3/4- X 1/4- CROWN STAPLE -B- ON CENTER 1-3/4- TRIM NAIL FACIA BOARD PAINTED S.S FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAL FASCIA BOARD PAOITED SS. FASCIA CAP saFFn 1'4- CROWN STAPLE OPEN RAFTER FASCIA BOARD If E13/8' i&C 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL CIIA,O<L SOFFIT: MAK 16' SPAN MASONRY SUBSTRATE ALCI5001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product manges or quality assurance changes throughout the duration for which this report 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/S" head dia. nail with min. i?;" engagementtfor wood zubstrata) or min. 0.097" dia. T -nail or stub nail with mie. Sj3" enaageinent(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, %wnc-•,re or Hlock H FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj SOFFIT STAPLE 3/4• x 1/4• OPEN RAFTER n,M DIAMOND PATTERN DETAILjLCROWNSTAPLES USING A DIAMOND 1T r PATTERN FACIA BOARD FASCIA CAP 16F4 3/4' x 1/4' CROWNFACIA 8' BOARD TRIM NAILSTAPLEONCENTER PAINTED S.S. PAINTED F' CHANNEL CAN 8E 1-3/4' TRIM NAIL PAINTED S.S. 48' FASCW CAPINSTALLEDWITHTHEOC' NAIUNG FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFrT- max. 16 -inch spar. WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL FASO& BOARD P&INT[0 SS. FASCIA CAP soFFlr T4• CROWN STAPLE OPEN RAFTER FASCIA BOARD 1.4• CROWN STAPLES SOFFIT & FASCIA USOM A DIAMOND PATTER!: REFER TO DETAIL 16F-2 & SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER TO SOFFIT i FASCIA F' CHANNEL DfTAO. 9, 3/8 SOFfn: lux. U• SPAY tl000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE DIST DIAMOND DETAIL PATTERN FACIA SOMD Wr 4 lI 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWNFp yq STAPIF •8- ON CENtER 1— CHNNEL 80ARp 1-3/4' TRIM NAIL jS.S." L PPAINTEDS•S 48' ASC1A CAP O.C. 3/4- X 1/4' CROWN STAPLE SOFFIT—max. 16 -inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1I- TRIM eAg FASCIA BOARD PAINTED S. 1'.' CROWN STAPLES' SOFFITFASCIA CAP USING A OIAhONO PATTERN: REFER TO rq- vowit STAPLE SORT STAPLE OLUMD PATTERN DETAIL i P TRW NAIL FASCIA BOARD PANTED $S. SOFFIT & FASCIA 24F-1 & 1 DETAIL 24F-4 rel' CRONR STAPLE FASCIA CAP; REFER TO SOFFIT f FASCIA / \ DETAIL_ 1146WYs2' SYP 3 6 Batley Anelerad to SOFFIT: MAIL 24' F -CHANNEL Rafted with me Td I RUM Shank Nall of MOOD SUBSTRATE awry Rafter \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail If' TRW NAR FASCQ BOARD I PANTED SS. Ia" Sf100TN SHANK FASCIA CAP ROOF NABS SOFfR P4' CROWN STAKE I t~ TRW NAI. FASCIA MARC PALATED S.S. SOFFIT & FASCIA 24F-2 8 OETAIL 24F-5 1'r' CROWN STAPLE FASCIA CAP: REFER TO SOFF(T t FASCIA DETAIL Pd' SYP 601ea Ant ed fo SOFFIT; KA). 24' F4XANNEL Rafters rOh ane Id Ring Shank HAD at every Rafter WOOD SUBS TRA TC ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance charges throughout the duration for which this report 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 6 System No. Installation Detail I !' 60AR1 I46A ' T -NAILS PA FAS[U CAP KAAtFASCtA ra' CRONN STAPLE I }' TRW RAIL FASCIA WARDPAWTEOS.S. SOFFIT & FASCIA 24F-3 & t DETAIL 24F-6 f ra- CROWN STAPLE FASCIA CAP; REFER TO SWff i FASCIA DETAIL Nam" vxr SYP f-CHAN!IEL 63lfeo Ancbored to SOFFIT: KAX. 14' Rafters -11h we M Rory Sbae4 No at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, reoommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 6 System No. Installation Detail fASW BOARDIt• TASIFF.T PAII•aj• CROWN STAPLESUSK FASW CAP A DIAMOND PATTERN; REFER TO CANTILEVERED r4- CROWN STAPLE SOFFIT STAPLE RAFTEROIAMOROPATFERN DETAIL FASCIA BOARD FASCIA I TRA+ MAILSOFFIT FAINTED s.s DETAIL 24J-1 8 rat• CROWN STAPLE 24J-2 FASCIA CAP. REFER TO SOFFR t FASCIA Nanww 1, a i SYP OaIOVa DETAIL L,,B• Mow be aesa wRen and SOFFIT; I' AX. ti' I 318 1-t11AN L tan om W 7a diO ahaat n rso h I IthethtbaK,flthe raOer tro tae lrakmth WOOD SUBSTRATE of theofUlebaiknah= 41390 AnO slum. nab be+uWc cn t9w sego of the battom as the ba.lawaft" kulf 0cm SOFFIT. STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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 attributed that are not specifically addressed herein. CREEK ALUMINUM COILS. INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WINO LOADS The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for 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-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„n is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Desi n Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed (mph) Roof 120 130 140 ISO 160 170 180. 190Heightft 200 Enclosed 4 20 16.9 19.8 22.9 26:3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 -41.2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 35.3 40.1 1 45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 32.8 37.6 -42.8 -48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 39.5 -44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 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 36.4Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 1 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 1 34.7 60 1 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind S eed mph) Roof Hei ht 120- 130 140 150 160- 170 1:80, 190f 200 Enclosed Negative 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 34.1 -39.1 -44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 -41.0 -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 39.4 A5.7 -52.5- -59.7 -67.4 -75.5 -84.2 93.2 Enclosed Positive 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 23.7 1 27.2 1 31.0 35.0 39.2 1 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Desi n'Wind Pressures fur Soffits in Exposure 0 Building Type Zone Mean Basic Wind Speed fth) Roof 120 130 140150Height (ft160 170 180 1.90 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed Positive 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 1 31.6 35.9 40.5 1 45.4 1 50.6 1 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 318" F -Channel 3/8" J -Channel 3/8" 3/4- t/B' MEM t S/8" T 3/4- 3/8" IS011ETRIC VIEW 3/8- PROF4E ftteT KC VIEW 3M- PROFIE ALUMINUM COILS, INC Soffits Appendix D ALC15WI FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES. LLC 3/4 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TECHNICAL SERVICES, LLC 16" 44 Soffit ALUMINUM COILS, INC Soffits Appendix D 25 TW. 0.125 M. 18' BLANK 3 / 8 PROFILE 2.625 W. 000000 O000 DOD0D0 DoOOD ODDODo D0000 M MMO p{TIFRN f rl !f`y n 0.01NERS sopl¢p w SURE OfRE000N u ee57 ALClSO01 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit S/16" 1/2" 1/2" 1/2" 1/2" 3/4" 1/B" 13.75" BLANK 3/8" PROFILE 2.625 W. SD TYP. M123 nP. I I ALUMINUM COILS, INC Soffits Appendix D a 0a0aa aaa0a-- aaaaaa aaaaa e aoaaaa--j aaaaa WME 1MROR PArrM frLR I S Q h NM MOM W SIWE 00MC10N AS Rn) ENO OF REPORT ALC15001 FL12194-R3 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. 4/2812017 Florida Building Code Online iS-.'W. •','!+Ua' _ ' •9•' •'. ,' v • 1_ ' S'. .r.. Y.' ..s . '•`'.1L.'-•:.•1; '},-.•, Y ¢j•j%'.:•ry .II .- , SCIS Home Log In User Registration Not Topics I`Submit Surcharge Stats 8 Facts ( Publications FOC Stall SCIS Site Map Unks Search y '.` Product Approval USER: Public User e-4' Product Approval Menu > ProAuet or Anpilration Search > Application Urt > Applk:otion Detail FL * FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived droduct Manufacturer CertainTeed Corporation -Roofing Address/Phone/Emall 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saInt-gobaln.com Authorized Signature Mark Harrier mark. d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE W' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R10 COT 2016 01 COI Nleminen.pdf Standard ASTM 133161, Class F ASTM D3462 ASTM D7158, Class H haps'l/www.0oridabuilding.orglpr/pr app dU.aspa?param=wGEVXQwtDgtahl9O7CSsoycOr128CcpCJinUeXwTiibKvlUzOW4hL8w%3d%3d Year 2009 2009 2008 112 4/28/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ;, _ .... ......... Florida Building Code Online Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # Model, Number or Name- Description 5444.1 Certaln'reed Asphalt Roofing 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Umits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 11 2016 12 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R10.odf Verified By: Robert Nieminen, PE PE -59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.odf Created by Independent Third Party: Yes To_ck _Ne7 t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 12399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessiblliv Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e•mall address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or try traditional mail. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: CreditCredit Card Safe https:/ANww.floridabuilding.org/pr/pr_app dU.aspx9param=wGEVXOwtDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8w%3d%3d 2/2 Q,FTR INITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate o/Authorization #9503 353 CHRISTIAN STREET, UNIT 1113 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-Rii FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"t Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done In Its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The IaWmlk see, appeasing was authorhed by Robert Memhten, P.E. on 17/M/2016. This does not serve as an electronically s,ptM document. Signed, sealed hardcoPles have been transmitted to the Product Approval Administrator and to the named cleat 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. X TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and Sth Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.5, 8905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Emitt Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM 03161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA42303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 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 UL LLC (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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09AS-1111 Certi7cote of Authorization 09503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 2 of 12 TRINITY I E R D 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT" 2S, XT" 30 and XT" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia", Belmont'", Carriage House Shangle*, Grand Manor Shangle*, Landmark'", Landmark'" IR, Landmark'"'Pro, Landmark'" Premium, Landmark" TL, Landmark'" Solarls and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential SolarlsTM are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" Is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Rldge'", Cedar CrestTM, Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ 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 R90S.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 Vae = 150 mph (VA, = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP i adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified In manufacturer's application instructions, for use in wind zones up to V„d =150 mph (V„it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertalnTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solarls'”) exceeds the calculated uplift force (FT) at a maximum design wind speed of V„d = ISO mph (V„ n = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed In this Evaluation Report and CertalnTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, W. Evaluation Report 3532.09.05-R31 Cerdfleote of Authorhadon #9S03 FSC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 TRINITY ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20`, XT'" 25, XT'" 30, kr" 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nalls and six spots of asphalt rooting cement* for every fall305mm) (305 mm) (305 mm) shingle (Figure 11-4). Aspttalt rooting cement meeting ASTM D4586 7 1" (25 mm) —dant t"(25 tnin) Type If is suggested. 5 5/0--(145 mm) — Sr/9'P6 --- — — — — -- METRIC Rooling Cement 1' (25mm) — Se lant — I"(25 mm) { Apply 1" (25 rr n) spots of asphalt rooting cement 1 under each fab corner. 6 Figure 11.4• Usejour naps mrd sir spotrQ/aspirrdl tmirenl on sleep slopes CAUrI0X Excessive use of rooting cement can cause shingles to blister. Hgum 11.37 Usejourn4dsfbrstasryjull sbin& 6.4.1 Hip & Ridae for CT20TM, XT" 25, XT'" 30, XT" 30 IR: Cut Shingles 25 mm) I I 2.. (50 mn) RemOYati- f1 V11f;L x125;;— — Cap Cap Cap X305 mm) Shingle Shingle Shingle l 551e' ghcyxn , l Figure 11.24.• Oil lads, lben hft bark to make asp sbin-- gfeJLL tM'n o V angilsb dlmmulom sboum). Asure /1.25: InsiaUallon ojoaps along Mir blps ons! rk4w. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic• NPl'm" 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-RII Certificate ofAuthorkotlon #9503 FBC NON-HVHZ EVAWATION FL5444-R10 Revision 11:12/08/2016 Page 4 of 12 6.S 6.5.1 ARCADIA'"'C LOW AND STANDARD SLOPE STEEP SLOPE fisc SIR 11211', for even' full shingle Innaecl as shown below. f1'95rrin) 1'IZmN— I IILa Wiltra Figure a: U•se stv nails jar cram fill sb/nglc. TRINITY i ERD Use SI\ nailx and FOlid( spots of :lsphalt moling cement for tsen full shingle as shown heluw:.Apply asphalt ronfing erncia 1'(25 mm) from edge of shingle. Asphalt mafing c'eirem iom ing .%SM&f D +586 ATpc II is sokgewd. Hip & Ridee for ArcadiaTM': Cedar Crest'", Cedar Crest"' IR 1' RSmmI 1' pSmml — G b Ftvitm.j, Ilse sir roils and fitur s1mis of aspbrdt rmfiliq ecoeal on sttrp 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° NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertafnTeed 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 i or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Certificate oJAuthorkatlon 419,503 FOC NON-HVHZ EVALUATION Hand -sealing adhesive 4° 114" 314" I 1° Dab of asphalt cement between shingle layers 1° Evaluation Report 3532.09.05-Rll FL5444•R10 Revision 11:12/08/2016 Page 5 of 12 y TRINITY I ERD 6.6 BELMONT"': Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" For every full located as shown below. Belmont shingle. Apply asphalt roofing I cement 1" (25mm) from edge of shingle. al;« m) t See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. sa rl ena • I I o Adfitimil mils d mmired 8W 720 rm) f sir ria tm,l i soainq ceirm 6.6.1 Hip & Ridite for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17.1& Sbangle- Ridge. 18, Exposure Remove tape from the righl side and faslenIT ' 8• SECOND the /Fasten .l left side054• RIGHT FIRST LEFT Figure 17-19: btslellatlon ojSbangloO Rldge sbluglee on blps and r/dges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Ml r231MW I Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S -R11 Certylcate of Authorlratlon #9S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/09/2016 Page 6 of 12 L TR'INITY I ERD 6.7 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE'S: MOW AND STEEP SLOPE STANDARD SLOPE Usc five nails for every full 81mugle. L I --f15 mm) (2smm) 1— SA!" j 818" 16own) ON ft? r m) Rgum 17-•e U.tef m nullsjar rwr firfl t ranAAlonar llraugli. Carrho! Muse Sbangle. rn' Centennial Sh#a Use schen nails and three .."m of wsphah roofing cement for every hill Gr nd.M nor Vtanoe. Usc rive nails and Ihree.yum of usphull mtlfiog clanettl for ever} hill Carrlage Ilonse Shangle and Centennial Slate. Apply asphalt nutfing testi( 1' (25 nun) from lxlge of shbigle FIgum 17.5). Aspbah roofing cement o1wing ASTM 14586 Jim 11 is suggested. 125' 1Tr lTjtarrx I7-5: Wdrn iurlrJfLrg 4ivruefJ4+xnr SbauRHJ an shrp slopri. five wren vols old shire sputa of atplwll mnJhg rearm'. 6.7.1 Hip & Ridge for Carriaze House Shanele" and Grand Manor Shanele: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6.8 LANDMARK'", LANDMARK'" IR, LANDMARK'" PRO, LANDMARK'" PREMIUM, LANDMARK'" TL, LANDMARK'", SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4' Ir' 1--005 mm)- --(375 mm)— --(305 mm) -'i N^i' A:!AS'av0.'l {+VN.+J.W7MR'w f i?,Wi.'JI,liLTl L I I" (25 mol) Rel=e Tape I'r!' NallableT Mea Exterior Research and Design, I.I.C. Certlfkate of Authorkorlon #9503 LANDMARK TL 13'r!' IT 13112" 343 mm) --J—(330 mm)—I--(343 mm)--1 I"(25mm) I"(25ntm)-I - m/ MR, ogrrm 1.1.4: L rjour imlirfor m ryfall shIngfe. NorthGate: wb5 ad Na Ir tt VA. Ir A EA 1705 mm) 1975 mm) —f 305 mm) r 125 mm) Hallog WAs opar nlnemrarnailAlee P (25 mva Haft naaa for low and standard sbpos (hon 2:12 to 21:12) Nil betN0an war d Ivuv Inas ars %am abnw. FOC NON-HVHZ EVALUATION Evaluation Report 3532.09.OS-Rll FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 IT-IRINITY I ERD STEEP SLOPE Use xis nails anti fuer siKtfs of :icplrah roofing cement for every roll LANDMARK T1 himhnued shingle.14ce Wtou'. Asphalt roofing cement should inert A.1Ta1 U4586 type it..y,ply I' spots of asphnh roofing cement undo 13t/2" 13" 13Vi' arch corner and of alwul 12" to 13" to from each edge' (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS L+ 1'(25mm) 1125 mm) --J I I I (305 mm) (375 mm) (305 mm) — — 1" 25 mm) I — (2J mm) r +: •1.c re :r.n .tea .vr :.i_oc r ora: Roolinq'CenroM i• 1115 nm) Rdease Tape- NailAieaJ.. — _ _ h For Sleep'}' Bpre 13.5: Use six nath mulfour spots of I.'-- 1-- --1 tupbnit roofing cement on steep slopes 25 mm) — — — — - (65 nun. Roolin Cement NorthGate: STEEP 12' 14-YV 12' SLOPE 1--4305 m*-- f— (375 mrrrj—• ---(305 mm} -- NAILING Nalin imils ti- — 1-(25 mm) betwe i. wer 1'(25 mm} Roofing Cement Nailing areas for steep slopes (greater than 21:12) and "StomeNalling" Nail between lower 2 nal Ines as shown above. 6.8.1 Hip & Ridge for Landmark^'. Landmark'" IR. Landmark'" Pro, Landmark'" Premium, Landmark'' TL. Landmark'" Solaris. Landmark^" Solarls IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge`" or NothGate Accessory 12' 305mm) 415/1 ( 250 m) 415fir— t G'( 150mm) 050mm) ( 12.%m) (125mm) Notchfor Notch for Centering Centering 12' 13t/4' —( 30Smm) NolcimforAiignmenito ( 3371 m) Notches for Alignment to 18, Ne Top Edge of the Previous 7 the Top Edged the Previous 7 MCapforS'(125mrn)Exposure (1) s(198mm) IL JI L7= It English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge— Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-R31 Certllkote o1 AutAoAratton 99503 FBC NON•HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 t -Y.", TRINITYIERD 9 27132' 250 n1m) e J, 1&16 ,025 inn) 13 tla" II —(333 min)—r CtetA HatchI 8 sm, ice -6 SM.- I (Mrnm)I tr Bmm 13 114' T i 337 irm) \ tAese / I I Centermp nil of m top 7 5,a, 13 M Notch 1 I 1 cdtpc nt (104 ma) (337 mm pirripui eoinse I ) Nipn lhoso 7 SM. 1 notches to top edge a1 ( 194 mm) previous course. NorthGate Ridge NorthGate Accessory p5mm) LeyYip Notch I1 I it IIliI S (12s"nn) I I il_ 1 1c figure 13-20.1 Use lalMng nok lies to oonlar Mingles on Ups and r/dges, and to lornle the cones! exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPlm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, I.M. Evaluation Report 3532.09.05-R11 CerttJ&ate of Authorization 99503 FBC NON-HVHZ EVA W ATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 1Z fTRINITY I ERD 6.9 1 PRESIDENTIAL SHAKE"", PRESIDENTIAL SHAKE'"A IR, PRESIDENTIAL SHAKE TL"", PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: Por low and standard slopes, use Ove nails for each full Presidential shingle as shown below. NaNng 1 40' Guido Unes (1016 mm) S tl4' 193 mm) 141/4' 112nMm7m) 362 mm) NOTE: Apply nails on painted guideline. Figure 16-6- Fastening Plesldendal and Pnnlden id r6 Shake sbinglerson low and standw stop" STEEP SLOPE: Por steep slopes, use nine nails for each full Presidential shingle and apply I' diameter spots of asphalt roofing cement under each shingle tab. Alter applying S nalls In between Ole nalling guide Lilies, apply 4 nails I' above tab cutouts maldng certain tabs of overlying shingle corer nalls, 1 T V dlamolor asphalt roofing ceinenl Figure lef-h Fastening Prexkbtnllal and Presidential M Sbake sbingla on stay sloptt. 6.9.1 Hip & Ridae for Presidential Shake'"'. Presidential Shake"" IR. Presidential Shake TL'"'. Presidential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more (Mall 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- tenerrs. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through Ute deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham,.AL-is 12' x 12'; Portland, OR produces 97/g' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'0" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to Instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.10 HATTERAST"': ! IONt; STANDARD AND STEEP SLOPE:—` _ g —.9 —` -q _frnpml, i M>n..1-r n n, rYNnmlt l rlgurr IS•i: raaeptngan Trip' ppASlNlrlwA,Q01Ns rot hour and aand;jrd ohrpes, use file nails for each full Ilattena sMnSle as Atlio p ntpnt'. Exterior Research and Design, I.I.C. Certificate of AuthorUodon 99503 FBC NON-HVHZ EVALUATION Ar w /s. r: hnMplgg /bon"".fNgeks p•,rr,,.p /p/N kw suvit dnpeN we rwt ualls and dglu ywu of asphaa ruunng cemrlu fur earh NO llattrlas sbbogle u, shouo Meme. Apply I- LSwnU Anterior spun of nw0oa rtuarot (A%TM D 45661)pc II snCcaten undrr c-arh u16 ml pm ptw shlnec Into pUcr shs ea eipme M113tYL QMMON: Tim nurh naing aL11au inn cause shingles to Mister. Evaluation Report 3532.09.05-R31 F1.5444-14110 Revision 11:12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for HatterasTM: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. 18 tbree plece rmils separate to make 54 Hattems Amessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles g.. 230 MMI) I I I I 8' 18" (460 mm)r- gosh 203 fnm) r a; 5 d25 1 460mm) Cap Shingle Cap Cap Cap Shingle Shingle Shingle 240mm1\ Pigure 15-20. Cut Hatteras sbingfat io make cm yr cap. Figrwe.15-21. Installation of cabs along baps and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP110" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATE"' IR: t , LOW AND STANDARD SLOPE: STEEP stopf: ilawo II •,j: Use FM nags for emy N/gblard Stab sbingla Ilse PINT nails and nlGlrr spots of ospbalt roofing cement• for each full Highland Mile shingle. for Mlasol•Dade, SIX iaUs are required. Apply t- dlametrr spots of asphalt roofing cement under each tab corner. Asphalt roofing cemeal mating ASTM D4586 Type U Is sugpsW. go" eai..d i..i wey , vsr Wn.OeYrpdr" r, QST U 1 tOltirlMor i r , r, Irmueewre+a6r = -L= ' albaR00mg Cuomo ilgrsro II- A: Use RU nails and e/pbt spots ofapbolt molt curnort under emb bb corner. AUFI0W excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Hiffhland Slate' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS•Rll Certlprate o1 Authorhotlon 09503 FBC NON-HVHZ EVALUATION FLS444•RIO Revision 11:12/08/2016 Page 11 of 12 T TRINITY'ERD 6.12 PATRIOT*"": LOW AND STANDARD SLOPE STEEP SLOPE lkc F011lt nails for every full shingle haalal as shown below. WWII i 6 tld' `I' fKrml j ! irnw i:ar.al I I f I»- 13 -LY +- IlIff –j— 13-16 +{ Mmi !mml ('Mrtfi Use Fft11R nails :rod itntr spols mf asphalt mofing rcrocnt for (trlT fill sbingle as slimm ht -loo: Asphah nlofing «roerot nivoim;t AJTNI U45F4 T?lx 11 Ls sutMwe 1. Apply 111i mit) .ywls of asphalt rmfing ccmcnl :tc shown. CA1111OIN': Cscessive u.w of roofing rtnn•nt can t:utse shingks to blister. II'Jreq l•_ 1 ` ReoRnp Crmenl q,viy (Mom -1—qu•" "I 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'm, 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 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certificate of Authorkadon 99503 FOC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 t TRINITY I ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certfficate of Authorfzadon u9S03 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05•R11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appeahn{ vat authorized by Robert Nkminen, P.F. on ILM/2016. This does not serve as an electronically signed document. Signed, sealed hardcopkt have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will It acquire, a financial Interest In any company manufacturing or distributing products It evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, 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. TRINITY IERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 51" Edition (2014) Florida Building Code and 5'" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 3. REFERENCES: Emitif Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 OS/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-Rll Cenilicote of Aushorirotion #9503 FOC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 2 of 1Z TRINITY J ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XT" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shanglem, Grand Manor Shangle*, Landmark'", Landmark' IR, Landmark' Pro, Landmark"" Premium, landmark' Tl, landmark'" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 PatrlotTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an Intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Rldge"', Cedar Crest', Cedar CrestTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory 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 R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, Indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V„It = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to V„d =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category 8 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 roofing 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 Ve,d = 150 mph (V"It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. S.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ril CerNJkare olAushortrotlon 09503 FOC NON-HVHZ EVAWATION FLS444-R10 Revision 11:12/08/2016 Page 3 of 12 C) J TRINITY i ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20', XT'" 25, XT" 30, XT'" 30 IR: . LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 305 mm) (305 mm) (305 nm) Fr (25 mm) _pant (25 mm) •( 5 s/0•' (145 mm) _ S r 7. bNNnood T METRIC 13'/e 13!10" 131/e" 1"(25MM) _ Sealantlant 1"(25mm) T Figure 11-3: Usefourno&forcvwyfrdl sbhWk Use four nalls and six spots of asphalt rooting cement• for every NII shingle (F/gum 11-4). Asphalt rooting ceurenI meeting ASTM D4536 Type It Is suggested. I - Roonng Cement Apply 1" 125 mm) spots of asphalt roofing cement undor each tab corner. Ftgum ll -4: Usejournads andstrspotsofaspfn/t ewtunton steep slopes 4CAUPION: Excessive use of rooling cement can cause stingless to blister. 6.4.1 Hip & Ridge for CT20'". XT'" 25. XT'" 30, XT'" 30 IR: Cut Shingles 1 IN 2" (50 nim) e 25 mm), ill mm) Cam1, 1, I j V j1 5"-- mm) X12"(305 Cap Cap Cap' 125 Shingle Shingle Shingle 1 l$ p\ateA Figaro 1/ .24: (Sri A&, tbon trim back to nurka cap sbbWm 6rtg/Isb dlnomfons sbornn). Figura 11-25.- Installation Q/aops along I& bila and r4m. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 CertlJlcareofAuthorkadon69503 FBC NON-HVH2 EVALUA110N FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 r' TRINITY I ERD ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIR nails for even• hill shingle located as dtnnm below: tun Lir WYLtd Figure 2. 6e .civ nulls far ecvq fidf s1)Mglc. Ose SIS walls mid FOUR spas of asphalt roofing cement for mere full shingle as shown lxioty. Apply asphalt ronfilig celnt'It 1-(25 nun) from edge of shhil4r. ,Asphalt nxtfing cement meeting aCTltl D 4586 lope 11 is sogygestcd. F(etuv.3. G'su sir malls mrd from sprat of espbull roo rtkq ccutcttl on sleep slopes. Hip & Ridge for Arcadia': Cedar Crest'", Cedar Crest" IR Use two (2), minimum Minch 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• NP1'"" 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. Certylcote oJAuthorhatlon #9503 FBC NON-HVHZ EVAWATION Hand -sealing adhesive 1/4" r— 4- 314" 9' Dab of asphalt cement between shingle layers Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11:12/08/2016 Page 5 of 12 6.6 TTRINITY I ERD BELMONT'"": 71 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 t' (25mm) from edge of shingle. a') See below. Asphalt roofing cement meeting ASTM D4586 Type It is suggested. o A61iwmJ mils d w iiv$ 65N iY2G) 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest""" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17.18: Sbanglep Ridge. 18' Exposure Remove tape from the right side 1' ; g• and fasten SECOM Fasten thef I .--,' left side ti511 RIGHT FIRST LEFT Flgum 17-1,9: Inslallallon of.Sbonglo® Rldgo sbingles on bfps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPI""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 059 WO rem Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Cert111mre olAuthorkotion #9S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 TRINITY ERD 6.7 CARRIAGE HOUSE SHANGLEO ANO GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE 6.7.1 6.8 STANDARD SLOPE Use five rrail< for oven• hall SlrAagle. 1mm) I (25 mm) NO" 8 A3" 16 Ilion) ) F/gure /7-•c re eJLv aulG jnr sorry fid! Grand dlauorShrrngfr, Crorrblga 11onm.Ybrwgla ur (rnlrnalal SbUe. Use seven nails mid thmm spots of asphall roufing cemm for every hill Grund Manor Spangle. lise five rails and three s)xas of osphall roollng cement for every full Carriage Noun Shangle and G:nt nnial Slate. Apply asphalt roofing tt mem f' (25 mm) from edge of AlnpJe P(qum 17.5). Asphalt um6ag cement mewing ASTM D4580 7 pr Il Is suggested. 1 mm) ) 25 ilgrom 17•S: Irbra ursla0ing Gmad dboacr Sbarrgirl oa avrp tlupr-r. em sono oalls and lbrre spins ofespbrdl maJGrg affirm!. Hip & Ridge for Carriage House Shanl:le• and Grand Manor Shanlfle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK'", LANDMARK1°' IR; LANDMARK'." PRO, LANDMARK"' PREMIUM, LANDMARK" TL, LANDMARK'"' SOLARIS, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 17' 1--(305 mm) --I--(315 mm) -- --(3DS mm)-- ri1`•a :.t_•Wr XIVI.1-^`twr.a.i r r.•RRrB[rrS Te L Rdcase iape 1" (25 mm) I 1'/d' Nailablel- Mea LANDMARK TL NorthGate: 13'/2" 13" 13'fr 1--(343 n1m)- --(330 mm)-- --(343 mm) --1 1"(25 mm) 1" (25 mm) EE F7gnro U-4.- 6r faar rm/G•jot--fill! sbiagle. Ulm MW40 IY Id Y4' $2, ARU I+- (305 vont) — (375 mm) (366 mm) - j Na la tk6b t• " rsr m 25 em) nil In r (tir- 1 ) No Ing arms Ino kw sod slmdard claps+ (Um 2:12 to 21:12) Net bstasm uppso 4lrasr Iraq as %V*% sooty. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1411 CerNpcote olAushortrotlon 09503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails ;Ind four spots of asphalt roofing cement for every full kindnated shingle. See below. Asphalt roofing cement should meet WM D45861\pc If. Apply 1' spots of asphalt roofing ctmenf uncle each comer and ;it about 12' to li' In Brom each etloc. METRIC DIMENSIONS 12"— 143/4" -- 12 305 mm) (375 mm) (305 mm) Y.uY.G'y,'rt bC: rC 3 91 iL'ixT.i'3 0Mt/r.'.n:StJ'. 1"(25 mn) 1leInse Tana 1 (25 mm) Nall as _i i Fa Steep 25mm)--- J TRINITY I ERD LANDMARK TL 131/2' 13" 131/2*0 343 mm) (330 mm) (343 mm) L• J' (25 mm) 1 "(25 mm) - J 1 I Figure 13-5.- Use s& nallf andfour spots of aspbalf mgftng cement on sleep slopes 25 mm ing Cement NorthGate: STEEP 12• 14-3/4' 12' SLOPE 1-.—(305 mm)—j— (375 mm} 1 r—(305 mm}- jNAILING Nailin smileAREA S 1x1'(25 mm) b, !' gid! k Mae 1 1125 mm)7+ Nailing areas for steep slopes (greater then 21:12) and "StomAalling" Nail between lower 2 net Ones as shown above. 6.8.1 HID & Ridee for landmark"', LandmarkTM IR. Landmark'"O Pro, Landmark", Premium. landmark^' TL, Landmark' Solaris, Landmark^" Solarls IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12' 97/8' 305mm) (250 m) 0, 8. 415/I 415/19 150mm) (15Omni) ( 125mm) (125inm) Notch for Centering rn) Notches for Allgnmerd to the Top Edge of the PMVlous 7 Cap for 5, (125mn) Exposure p8eL English Dimension Shadow Ridge— Exterior Research and Design, I.I.C. Certi/kote of AutAorrrotlon #9503 FOC NON•HVHZ EVALUATION Notch for Centering 131/d 337mm) Notches for Alignment to the Top Edged the Previous 75/8 t!t! 1n Metric Dimension Shadow Ridge— Evaluation Report 3532.09.05•Rll FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 s 27. -IT 238 rnn,) Cer.1009 Web 15114' T 337 4, \ algn Ih.se / aalchos to top 7 516' a* nt f19 mm) p;ari011t tOteso NorthGate Ridge S (05m,n) ExPosure TI%T RINITY I ERD 13 1/8" 333 MM) - 4 -6 sm.-I 1_ ( 16B mm II 168 mm I, centering 131/4' ` Notch e ` 337 mm) \ align theso I no to top 7 5r8' edgeappeal (19i mrn) revlous course. NorthGate Accessory r 30gr,tn) — I Lrying Notch a I I Figure 13.20.• Use byingnokbes to cenb abingla on Gips and deees, and to boeie The c orrml erposum 6.8.1.2 For ASTM D3161, pass F performance use BASF "Sonolastic• NPI"I" 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-R31 Certificate of Authorha ion 09503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the -ridge (expose no more titan 7' from the bottom edge of the "tooth." Fasten each accessory 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-Js 12r, x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 1 HATTERASr": 10Y4 STANDARD AILD STEEP SLOPE: ffprrrr 15.3: 1'rrlroMa 114/1emr bImplrs ou Low aokf S"ndmrf Voprr for lose and suntl,nl dopes, use (bre nails for each full tbmeras Magic it; Axmit adwsr. Exterior Research and Design, I.I.C. Certificate olAuthorlratlon 09503 FBC NON•HVHZ EVALUATION MM) 1%anr f S. r: rirlPoinp I4rm nr.+urplli ar,Vr p.Vi For strap drymr, av the axis and drlu.grcts of xi" roorreg Cement foresib fog ILaLLras dtlogte as damso above Apply I' 25mml 7Uaaasrr rhes of nw6ng tramna (A.AV n 4Se6 »pe II suC"ed) aadrr r.0 It sib colon. Paas shnn* lues Idaar: tba em cslase Coma. CAUTION: Tao anrcb «nafing cenusn su• Came sbilo-i to blister. Evaluation Report 3532.09.05-R31 FLS4144-RlO Revision Il: 12/08/2016 Page 10 of 12 C~ jr` p TRINITY ERD 6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKE"' IR, PRESIDENTIAL SHAKE TL"', PRESIDENTIAL SOLARIS"": LOW AND STANDARD SLOPE STEEP SLOPE: Por love and standard slopes, use Ove 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 Lab. After applying S nails in between the miming guide lines, apply 4 nails 1 Na16tp - 40• --+) above tab cutouts making certain tabs of overlong shingle cover naLLs Guide Unos (1016 mm) 5114' 1 33 mm) n14 114' X2 mm) Ed I 1 NOTE: Apply nails on painted guideline. Figure /6.6 Fas4ming HasBAnUalandPrerldetdal TL Sbalm 1' diameter asphall rooling cement sbingles on low and standard slvpec Flgtrm 16-7: Faslering Presidential and Frerlderill4f T/L Sbabe sblrlglar on $teep stop - 6.9.1 Hip & Ridee for Presidential Shake'. Presidential Shake'" IR. Presidential Shake TL'". Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the -ridge (expose no more titan 7' from the bottom edge of the "tooth." Fasten each accessory 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-Js 12r, x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 1 HATTERASr": 10Y4 STANDARD AILD STEEP SLOPE: ffprrrr 15.3: 1'rrlroMa 114/1emr bImplrs ou Low aokf S"ndmrf Voprr for lose and suntl,nl dopes, use (bre nails for each full tbmeras Magic it; Axmit adwsr. Exterior Research and Design, I.I.C. Certificate olAuthorlratlon 09503 FBC NON•HVHZ EVALUATION MM) 1%anr f S. r: rirlPoinp I4rm nr.+urplli ar,Vr p.Vi For strap drymr, av the axis and drlu.grcts of xi" roorreg Cement foresib fog ILaLLras dtlogte as damso above Apply I' 25mml 7Uaaasrr rhes of nw6ng tramna (A.AV n 4Se6 »pe II suC"ed) aadrr r.0 It sib colon. Paas shnn* lues Idaar: tba em cslase Coma. CAUTION: Tao anrcb «nafing cenusn su• Came sbilo-i to blister. Evaluation Report 3532.09.05-R31 FLS4144-RlO Revision Il: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'-: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14. M tbreeplace units separate to make 54 Hatteras Accessory sbinglea. 6.10.1.2 Option 2: Cut Hatteras Shingles g., 230 MMI) I I 8 mmi• 18" (460 0de 23 . vv 1 460 Cap Cap Cap Cap Shingle Shingle Shingle Shingle 124 Ffgrne 13.20.• Cut Hatteras shingles m rake Cotler cap. Figure 15-21: Installallon o/ caps along blps and rldps: 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonelasticO NP1''" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND SLATE'm IR: LOW AND STANDARD SLOPE $1EEP SLOPE: r— r r r Use FWR nails and HIGH spot% of aspbalt roofing cement, for each ub..i mo.q P>t.4 me W hill Highland -gale shingle. For MLsml•Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each lab w m a.i as'..x-.r. comet Asphalt roofing cement meellng AM 154W Type it is suggested MkmWed* nQba sut raft ow'" WWW ear Grry Wbal W Yvan. Flgum !!-,Y: Uv i1FE nalit fbretery llfgbland Sfalo sbingla r r .--r r Ryw Oa•N Va.l as..1 r r tn..l meq_ w sbftd r.tii t'Rsani r• r. taUld an Wr o oAa Yvml -- Reoilt9 WNW Flguro II•fAr Use AFF Holli and eight spots ofasp"t mgftns crosxrl under emb tab corner. CAVI'ION: fixcrsslsr ux of roofing cenneni cmi causeshingles to blister. 6.11.1 Hip & Ridge for Highland SlateTM. Highland Slatem IR: Refer to Instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, U.C. Certificate ofAurborisarlon 89503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11:12/08/2016 Page 11 of 12 6.12 I PATRIOT'": LOW AND STANDARD SLOPE Use FOUR nAls fur urny full shingle loatled as shomi bolo«'. S,wlml SI 1t'r5no) j j 1'Q6rX4- Itxa 1 I— I' IT j— J TRINITY I ERD STEEP SLOPE Cu FOUR palls and fnor spots of asphalt roofing cement for tarry full shinf)c isshown b0ow A.gnhalt roofing cement naming, ASTM D4586 1)Ix: It 6 stg4; -Aed. Apply I'('i5 tnm) spots of asph:dt rt"Ang cenenl as Shown. CAUTION: liccessi+'e use of roofing aymrot can ctusc shingILK to blister. Ps my IZZL7 1:9am1 1 • 0 r J aaollay Caeeal 6.12.1 Hip & Ridee for Patriot': Refer to instructions herein for Cedar Crest', Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle RidgeTM' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31 Certglcote of Authorketton 09503 FBC NON-HVH2 EVAW ATION FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online SCIS Home i Log In i User Registration Hot TOPICS Submit Surcharge Stats L Fads Publications I FBC Stag BCIS site Map i Unks i Search F rids A Product Approval 7. USER: Public User Product Approval Menu > P.*+rf ..+ er AeelicaHen Search > Apellcation Lle_r_ > Application Detail IDC:,:'Ki oTr5:1: FL # FL15216-R2 Application Type Revision • Code Version 2014 Application Status Approved Comments Roofing Archived 0 Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 Florida Engineer or Architect Name who developed the Robert Nleminen 551)574-2939 mtupas@interwrap. Com Authorized Signature Eduardo Lozano Intertek Testing Services NA, Inc. elozano@lnterwr-Sp.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Validation Checklist - Hardcopy Received Mission, NON -US 00000 FL15216 R2 COI 2015 01 COI Nleminen.Ddf 778) 945-2891 elozano@lnterwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Explration Date 11/17/2017 Validated By John W. Kneievlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nleminen.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code bttpJI—v.9oridabuilding.orWpdpr_app dtlupx7pwwn—.GEVXQwtDgv3yV.VYJZIQRAdbyl2ugk000rljaHhVaiOpVSvxwSdCoQ%3d%3d[gr14120171:57:59.P.M) _.. Florida Building Code ONine 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underiayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTFRWRAP RHINOROOF F 1 S216 - Approved for use outside HVHZ: Yes R2,Rdf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Umlts of Use. Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF F 15 16- R2.odf Created by Independent Third Party: Yes eac i v'exij Laotact Us :; 2601 Blair Stone Read_ Tallahassee FL 32399 phone; 850-497-1824 The State of Florkla Is an AA/EEO employer. (_'n_ovrlanr Tem-2eli stain of grxlda. ;; RiyaAl9tatPmPnt :: Amescihdity Statement :: Refund Statem80t Under Florida low, email addresses are public records. if you do not want your e -mall address released In response to a public -records request, .do not send eiectronic mala to this entity. Instead, contact Me office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. 'Pursuant to Section ' 455.275(Ij, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depal in ent with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addrrs.4s are public reeprd. 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 bgrr— Product Approval Accepts: ME MM Credit Card Safe LtipJhvww.floridabuilding.cWpdpr_app_cidAtpx7pa=rm-GEVXQwtDgv3yVVKJZIQRAdhyl2ugkQGQyljaHbVmOPVSvxwSdCoQ*i.3dOA3d1erz4Ro17 1:57:59.>M), N 5 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certijlcate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5v' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facslm011snl appeaFiny was euthorited by Robe" Nlemlmn, P.E. on 00/27/2015. This does not servo u an electronically stned document Signed, sealed hardmples have been transmitted to the Product Approval Administrator and to the named dleM CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It Intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This Is a building code evaluation. Neither Trinity lERD 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. N'.!TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER OPTIONS Section Properties Standard Year 1507.2.3,1507.5.3, T1507.6, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating Foam -On Tile Metal 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, I No Yes Yes Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (7571509) Physical Properties 100539395COQ-006 10/27/2011 ITS (7571509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1S09) Physical Properties 100539395COW06 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 Is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product 5.4 RhlnoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certlficote of Authorization #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nall -On Tile Foam -On Tile Metal Shingles Simulated Slate RhlnoRoof U20 Yes No I No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be Installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be Installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certlficote of Authorization #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 2 of 3 1 I TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1 -Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certiflcote of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140530.02.12-R2 FL15216-RZ Revision 2: 04/27/2015 Page 3 of 3 l TRIMTY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S"t Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CEFMFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i 1 TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T3507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating 1507.2.3, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100S39395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use In the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certy1cate ojAuthorization #9503 FL1S216-112 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate orISimulatedSlate RhlnoRoof UZO Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certy1cate ojAuthorization #9503 FL1S216-112 Revision 2: 04/27/2015 Page 2 of 3 TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -Inch roofing nails with a 3/8 -Inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -Inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -Inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be Installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -Inch. Double layer application; begin by fastening a half -width plus 1 -Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certijlcote of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 1 4128/2017 Florida Building Code Online Comments Archived Product Manufacturer BCIS Home I Loq In I USO HegbtroUan I Hot Topla I Submit Surd ame I Stets a Fads publication FBC Staff BCis site Map Links Seen Address/Phone/Emall brie r Product Approval thea: wWlcuser Jacksonville, AR 72076 501) 982-6511 akarter®tomenco.com Authorized Signature Andrew Carter Piodut Awaval Menu > Pm*xT or Aoollmtlon Seerth > AMIcation uSt > ApplMation Detail I+iS':y't?: m: r5fft& is:' kac FL #R3792 R8 t;,a1,; Applicationn TYPe Revision r{s Code Version 2014 acarter®lomanco.com Application Status Approved u'={ 2101 West Main Street Approved by DBPR. Appro4als by DBPR shall be reviewed and ratifiedI:%gxiA it .v;+ by the POC end/or the Commission if necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/Phone/Emall 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 akarter®tomenco.com Authorized Signature Andrew Carter acarter®lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter®lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Emali 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acerber®lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Certification Mark.or Listing Certification Agency Mlami-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard wear Mlaml-Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpsIM,ww.floridabulldirtg.orgtprfpr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzaPGbeV)dlkEk7oG06zyYrvnkOA3d 1/3 4/2&2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Buildlrg Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 ummaryotProducta' ----- r!•. 1.. a: :,-- -T_.:1.. ..,.....!—._._ ... T- Model, Nui ber of Name. °: • .. ,:. Descv1pfi6n ' . . 3792.1 135 Rooi' louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 RB C CAC Lomanco 135 - 2000 PV - NOA 11 - Approved for use outside HVHZ: Yes 0602.02.ndF Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other. 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-06N.02.0f Roof Vent shall be Installed over composition shingles roofs Verified By: Mlaml-Dade BCCA - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Created by Independent Third Party: Vent shall not be Installed on roof mean heights greater than Evaluation Reports 33 feet FL3792 R8 AE Lomenco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 736 Roof Louver- Aluminum Roof louver Limits of Use Certincatlog-Agency Cortftate Approved for.use in HVHZ: YAs . R. 3792 RA C CAC Lomanco 700 Series - NOA 1 - Approved for use.outetde'HVHZ: Yes 0602.04.odf Impact Resistrint: N/A Quality Assura6ce .Contract Expiration Date be -sign Pressiwe: N/A , , : , 08/16/2016 Others 1.'Refer to'epplicbble bUllding codes for-repuired :.: • IrnsfallatioriInstructions. • •• ventilation. 2.. Wmbrico's Model 730,750,770 Roof•LouYers. • FL3792 RB n, C maneo 700 Series - N6A 11-0602 04 odf shall comply with applldagle Wilding code. 3. WManco's Verified:By: Miami -Dade BCCO - CER Mode1'730;750,770'Roof,Wuvbfs shall not -be Installed.on•roof Created by IndependentThlfd Party:. mean heights greater than 33 feet ::' ' • Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11.0602 04 odf F13792• R8 AE..Lomanco 700 Series = NOA'11 0602. 1;94Createdby' lodeptn&nt third Party: Yes 3792.3 750 Roof Louver Aluminum Roof Lower Limits of use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 RR C CAC Lomanco 700 Series - NOA 11 - Approved for use outside HVHZ: Yes 0602.04.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other. 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers X3792 R8 11 Lomanco 700 Series - NOA 11-0602 04 odf shall comply with applicable building code. 3. Lomanco's Verified By: Miami -Dade BCCO - CEA Model 730,750,770 Roof Louvers shall not be Installed on roof Created by Independent Third Party: mean helghts greater than 33 feet. Evaluation Reports Evaluation Reports. FL3792 R8 AE Lomanco 700 Series - NOA 11.0602 04 odf k379'2•'•R8 AE -Loma c2E•Lomanco 700 Seftes - NOA 13-0602 04 odf Created by Independent Third Party: Yes 3792.4 770 Rop1 louver Aluminum' Roof louver kimits of Use Certification Agency Certificate Approved for.use In-HVHZ: Yes* FL3792 R8 C CAC' Lo[q0n6o 700 series '-' N6A I. . . Approved for use outside HVHZ: -Yes 0602:04:bdf Impact Resistant: N/A' Quallty.A's'suranCe Corsfrac. pliatlon .Date Design Pressure:*A 08/16/2016: . Other. 1. Refer to applicable building codes fbe Installationinstructlons Lo- required' ventilation. 2.. Lomanco's Model 73b,750,779 Roofuvers Fi3792 Re 'll Lomanco.700 Series.- NOA 11-0602.04,'Ddf shall; comply with applicable bulding code. 3. L.oM6pt ors :.:. Verified By!', Miami BCCO-."CER Model .7.30,750,770 Roof Louvers shall not be•Instelled•on roof Created by Indeperident *rd'PartV.:: mean helghts greater. than 33 feet.. Evaluation Reports. k379'2•'•R8 AE -Loma c2E•Lomanco 700 Seftes - NOA 13-0602 04 odf Created by independent Thlfd Paity: Yes 13792.5 1 770D Roof Louver I Aluminum Roof Louver Limits of use Approved for use In HVHZ: Yes Approved for use outsld6 HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Certification Agency Certificate FL3792 R8 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 Re If NOA 15-0709.09.odf Verified By: Miami -Dade SCCO - CER Created by Independent Third Party: Evaluation Reports httpaJlwww.tloridabUlding.org/pr/pr app dtl.aspx?param=wGEVXowtDgsFgPhXouzzgPGbeMdlkEck7oGQ6zyYnmk%3d 2/3 L :.yrs Florida Building Code Online F13792 R8 AE NOA 15-0709.09.odf ICreatedbyIndependentThirdParty: Yes Contact Us : ; 26k DRAW Stone Road, Tallahassee Fl. 32399 Phone; BSO -487-11+24 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement ;: Accessibility statement :: Refund Statement Under Florida law, emall addiasses era public records. Ir you do not want your e-mail address released In response to • pub8rrerords request, do not send dectrordc mall to this entity. Instead, eordact the office by phone or by traditional mall. If you have any questions, please contact 850.467.1395. 'Pursuant to section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address If theleve one. fie omalls provided maybe used for ofnW l communication with the licensee. However emoll addresses am public record, It you do not wish to Supp a address, addr, please provide the Department with an small address which can be made available to the public To determine It you are a licensee under a per 455, F.S., please cildc hM• Product Approval Acceptah Credit Card Safe MIpsJ/www.fioridebuildlrtg.aglpr/pr appdtl.aspx7param=wGEVXQwtDgsFgPhXouzzOPGbeVJdlkEk7oGQ6zyYrlmk%3d 3/3 MIAMI ADAM -DARE 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.¢ov/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 andremoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiiation 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 reque$t of the Building Official. This NOA renews NOA No. 15-0831-.07 and consists of pages L through 9'. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAM W ADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Test Name Date Cate¢ory• Roofing 03/16/95 LOM -013-02-01 Sub-Catezorv: Ventilation RRWA-001-02601 TAS 100(A) Material: Aluminum NOA No.: 16-0510.28 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Expiration Date: 08/16/21 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A). Embossed aluminurn 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 750-5 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 Aaencv Center for Applied Engineering PRI Construction -Materials Technologies APPROVED Test Identifier Test Name Date MDC -98&99. TAS 100(A) 03/16/95 LOM -013-02-01 TAS 100(A) 05/21/07 . RRWA-001-02601 TAS 100(A) 07/28/1.5 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 arfbw 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 l'/•" al=dnum annular ring shank nails. With the first nail 1'%4' from roof louver end and'a minimum of 6." o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4' from•roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all -seams and nail heads with•roofing cement Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIMEoAoecout rr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: System Type B: Cutout: Installation: Net. Free Area: Model 750 Roof Louver Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". 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. Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x.1-1/2" hex washerhead screws. Fasteners shall be installed in the (7) locations shown in Detail Refer to manufacturers published literature. - Minimum Slope: 3:12 GENERAL LEvuTATIONS: I. 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 730,750,750-5, 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, 756-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 J DETAIL DRAWINGS DETAIL A i Z 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510. g Expiration Date: 08/16/21 Approval Date: 06/3.0/16 Page 5 of 9 N DETAIL B MIAMI-DADE COUNTY 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: 06/3U/16 Page 7 of 9 DETAIL C 16-0510.28NOANo.'. MLAM14OXADE Mm Im Expiration Date: 08/16/21 Approval Date: 06130116 Page 8 of 9 DETAIL 750-E Sm" 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 4/2812017 Florida Building Code Online DCIS Home I Log In I User ReglAntlon I Hot Topics I Submit Surcharge Stats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Search F Oflt h9 r Product Approval IUSER: Public Userdtrtli•, Product Aoorovai Menu > Product or Aoollahpon Search > Aoollentlon List > Application Detall FL ft FL158-R8 Application Type Revision Code Version 2014 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/Emal I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Subcategory Compliance Method Certlficatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST -CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI318 2011 ACI 530 2011 Product Approval Method Method 1 Option A li=` •'t'! ''•' T' h r. l Date Submitted 04/29/2016 https./Avww.floridabuilding.orglor/pr eppdtl.aspx?param=wGEVXOwtDquegla/o2bT71%2fF192gnRzHNulcgj5pqL)(kU6ga/o3d 1/2 4/28/2017 Date Validated Date Pending FBC Approval Date Approved Summary of products Florida Building Code Online 05/06/2016 05/06/2016 FL* Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R8 C CAC NOA 14-0903.03.Ddf Approved for use outside HVHZ: Yes FI -158 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load 1158 R8 11 NOA 14-0903.03.odf FL158 R8 1I NOA 16-0126.03.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: BnC] NoXt Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850.487-1624 The State of Florida Is an AA/EEO employer. Copyright 2007-7013 State of Florida.:: Privacy Statement :: Accessibility Statement :: $tlypd statement Under Florida law, email addresses are public records. If you do not want your e -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Deparbnent with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here. Product Approval Accepts: Credit Card Safe httpsJ/www.floridabuilding.org/pr/pr_app dU.aspxTparam=wGEVXOwtDquegl%2b771%2(F192gnRzHNulcgj5pgL)&U6ga/o3d 2/2 MIAMi-DADS MIAi1iI-DADE COUNTY ISMIEW RRIMERMW PRODUCT CONTROL SECTION DEPARTII•IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAMSTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/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 perforn 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",61' & 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 "Cost -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parriuo, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Paurino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision staurip 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•manufactur•er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 013-0321.07 and consists of this page 1, evidence submitted pages 1;-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnkar, P.E., M.S. NOA No. 14-0903.03COW, AMFHO,ION M Expiration Date: 09/11/2018mow lp j L y/ 2 0 Approval Date: 10/09/2014 Page 1 Cast-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Dr roving No. LT4612, titled Cosi-Crete 4 ", 6" & 12" Lintel Safe Load Tablas", sheets I through 3 of 3, prepared by Craig Pm-ino, P.E., dated Alarch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and seated by Graig Parrino, P.E. B. TESTS 1. Test report onflexuralral testing on 4", 6" & 12 " Precast Concrete Lintels Filled and Ur J71led Alodels, total of (13) concrete lintel specimens, per ASTAd E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Namon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed b>; 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 Alcnital for Cast -Crete rllaclrine Alcrde Precast Lintels revised or Adr y 1, 2002. 2. Cast -Crete Quallty System Adanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Adareh 24, 2003 and Drmving Aro. LT4612, tided Cast -Crete 4", 6" & 12" Lintel Sci e Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Adiaml-Dade County Building Code Compliance Dfce. E. MATERIAL CERTIFICATIONS 1. prone. HWy A. Mulcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL !# 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", $heel 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draming No. LT4612, titled "Cast -Crete 4", 6" d 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated 11areh 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., ori Alarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miarni-Dade County Depm lrrrent of Permilling. F.nvirorurrent, mut Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, slated February 03, 2012, signed and sealed by Craig Parrino, P.E., cerilfying compliance will; the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Noire. B. TESTS 1. None. C. CALCULATIONS 1. lNror7e. D. QUALITY ASSURANCE 1. By Rliand-Dade Comity Deparlment of Regulatory and Economic Resources (ICER). E. MATERIAL CERTIFICATIONS 1. Noire. 1 JONI-Y'A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cnst-Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 or 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing r\ro. LT,1612, 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 slated Jane 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 11.201 Nu ougb 11.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P. E. D. QUALITY ASSURANCE 1. By Miami -Dade Counh, Deprn7niew of Regulatonp cmd Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete USA, Inc., dated Altgust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hel nkar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Exph-atlon Date: 09/11/2018 Approval Dote: 10/09/2014 E-3 HIGH STRENGTH PRECAST AND s- = PRESTRESSED CONCRETE LINTELS 1 7 is r rT(•T=r;te"- VIA, : 7 p I,,,[ r r may, f1ilirs. l:r lail:?ii9 229 tmt r raflvm®I o krr[ r r+••. omrmm arFa_critav r3cr5rmao K"" I.. t Fi6rSirtlr.+•.fty7i ttr ar:ta rt [['rvcs e[ a vatsa iim !::mini: iS I:/L\OiJO"QL•InjugRrIf)r I G'Si IC1ttrkl_[i>•GrL\OrEtrLJ Fa Q:itr=L=rL_[F'r F7®Eg CG' Oy.klr r7 it rr7!'yi o0[r3n,••,fs-yti rffac rrrcurru rrkt•r oc5ioeo R'Gy[k,rrrn,.El:cam rrm r>hasu rr nkr areu mc5rerso rlZUE\1!lL2arlu[1+r[ Z:AFZK LJE oclo r a+auareiu^ama+[uL rr c-i atric[rrls_[rryrj:jo IN". 1% l 1 o r v E95M mrmtn r a:U opo o ot armumlx" USMU13 iccyorr i•r ra rr rmr vntn • ; . k . ; ,[ r rsr,rr 7a r. s rr,[a - Mg4liq Cod* ri6if1aL'S.Ir-li navmffy., risr,rl rzmrcuL rzwr2-%ol iiir$wr2'.9O ''Ir(ii1a, 1: •., t''' r..rtuarr;rare-CGli:ki:i rr-cvrra arn-:rrmvreul:rra e m[[a n r[o tvr o FSL'7a1Cri [3©iLL fF1L'J[1G[J t/ T Q]l:Ia tr• RfC9[ WT' T©Irf :, "rRSd^_:R r 9O Q'L]I R'It'Jr Ii'dOrF11"`errse•v r.7o e,el•rrrerer•1:=%-eua Uag ucjmL'ya_.romienHcaAWumr••,•, •[ ram vc. ter• CRAIG r Q3L'ET IEI"1[FL'-C3rrTd9[ mU 1.r=w vrF7Cd5ft1•r.v+er arrrr,.r7evarilu.k.n anr mne rrn Mra rr v 32 . 579rra®rka errccrr[a rF nrret•rta:L:a"FLA_ci.Irr" mcamo r v rra rr.: ••ror,. rr r'Rrvnza r.rsa U=N so FL -3. t91 di2:7.lrfa:la9l.'i[rl: 1;v fYA17; 2 C A:ST-CRETE PRECAST AND PRESTRESSED LINTEL DETAILS GENERAL NOTES 0 ueb,Ho: Cc r osord pW d. 7666 1d_ fa 61•Id e 6 pj _111YT p/y6 IRl 1< MIeeRioMoenIna..(aQ g ASIN ao eveeempr.aTr. a6aIa91 ,'d aber par ASN Ails d6ddr 60 MSW WASN Q76 C'PaAll YS 2) N ode bm ImMem bated m mi *wm 4 Loch naird b.o,bn. Crosa0u WOO odsto piled 26i M. INA Sri tb pad 0 1/2 indmi two 7) P". rd leder bed •ed buil p'ds 4) lhr eaalar b podr b idd Cdsdhrebdlb" W PMr<dr<Oe for Zkwft,W6 Or - 14 Inlmll'In 41 TIL I`.667 1 VO µAlcrodF'aotaft tHd tev YI & I d' t kW mub ar'=a L/160 ddYcan Um Y 1NM b emOoo Inefap W Fl OWN Gis Sa11m 160431 m cpp6d ra 6) Shan hard rd<b m ropl il. 7) 4' rdd Ideb to be imlid / r dinmeaim habwW Id 6W 1delJ onsiioon .& aril Sd/ er drvcWcaldd daandas d met eaalEr W W Sehaeclurd rowmmdmCA' mbism" by M dialdiMI alddiem d +-Oq t a MOOD 4041 10) NL . Nd ibbd 11) 6db( 00 addd (bar to be bmW d W bclbm of W %%W mnbr. TYPF DESIGNATION 12rr. namr loll o• a / pp . arum 1 = uircG< ara 6 -28/ 2T eaa>< eat1JL m•J rime is (1yJ- WIGM sm u• uaw p) ®Im.• amt am o am a la M MAD aw ImamtM - m e amt 1 5 * condo lY NOIawL N10M 12) r A 12 - Unbb a mmhdw W dN 5-I/r Ynq mw •1 W .Ids to omorw sb Kdicd <d rWnk d g Sri pe aq. 13) Ta •dsfs also d Ndo b•lemd it .aluYr caMrebe0r rid bM Or Cogan d dune appied Y <Cmlme 6,hayAtlil O-9pM Wpwed oed14 IQ 1dnbe°i°dd a d Irb i mn Elxlaba(apail6 lir rdodeq alWeC Applod re" had + 4" wdmw IggO SIDd• .V1icd bed $d. hAiedgl boil 15) for omlpmlb RNd "b as da n, m mb bN baa Cas Les b&W dm& 16) fer Odd k*w ad dao. %m ub bed Ewe Md lepd lealb dngn 17) Solt boas we Cop rlapmed dbfuNr lord& 16) Soo bab bcd m Ramal 4Wp womb per AO 576 N AO 316. 12) Aif6sd Ybts1 bed ogeolb <•a a dtdad W W d by prailYq odakNw mda.d Inna b r rairy mb (NCYIQ sir( Ia 6gYl dotlr8 brier. SEE SAFE LATUK LOAD TABLES FOR LOAD RATING GRAVITY FOR EACH ADOMONAL REINFORCED 04U ( RCHU) FULL ODURSE 4S8 Y-6' (421 PRECAST 1/2• OLR TYP ,_.-_^ 1) 15 RET10R FOR 6' lW aS 2) j5 REBAR FOR 12' LNIELS sR40 or CR61D SAFE LOADS FOR 4" SOLID LINTELS 4- 044" GRAVITY LENGTH TYPE 4S8 Y-6' (421 PRECAST 1180 4'-0- (487 PRECAST 959 4'-6' (547 PRECAST 789 V-10' (707 PRECAST 460 6'-6' (787 PRECAST 360 7'-6' (907 PRECAST 260 9'-4' (1121 PRECAST 158 10'-6'(1261 PRECAST 116 12U8 Cwsr-d en UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (427 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-6' (541 PRECAST 529 258 5'-10'(707 PRECAST 407 148 6'-6' (787 PRECAST 366 118 T-6' (907 PRECAST 280 87 9'-4' (1127 PRECAST 187 55 10'-6' (1267 PRECAST 152 43 12F8 12F12 121` 16 fir• t•«•r. .ti ^a: :- -7 ••. i: 61.18 6F8 6F12 6F16 •:` xT 4S8 ;; Oil, ti. !y • . 121`28 121`24 12F20 r '*: PROWs. TRRVISIiD Dwidiv, pni nigh lhaFbuida 1 •jqA' ,p' "/ /'/ p% : (V `CFAIG PARRINO e•1"`piwmml"udag . ° ° 3 R1.•'.% 8324CR679 8 OF32 SF28 61`24 61`20 10,I.NG%ll SEFFNER RN0 756 vmle. CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES l I E ,i.. . Ac aaNF: oaoa u Dano ab poaAN daww xue N. ts t odrE 3/id/61 aR000 R 0710 Mp6VD, r[. - Id4 60. eu30 oa 11ab 60 u1i12 LRl 1 ar SAFE GRAVITY LOADS FOR 6" PRECAST U -LINTELS 44Mt41 SAFE LOAD PLIFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6116 6FO-16 6F12-16 61`16-18 6T20-18 6F24-18 61`28-18 6F32-18 N-6- (427 PRECAST 2332 2676 3892 5050 6148 7227 5297 9357 4'-0' (487 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6- (547 PRECAST 1654 1887 3633 W50 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (787 PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7-6' (907 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1127 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'0267 PRECAST 503 566 895 1270 1706 2236 2898 PRECAST 457 513 805 736 906 1952 2492 r374711'-4'(1367 12'-0'(1447 PRECAST 425 477 744 672 989 1769 2238 253 13'-4'(1607 PRECAST 373 417 646 69316207M414851852 14'-0'(1687 PRECAST 351 392 605 1373 1703 2087 17'-4'(2087 PRECAST NJL 299 455 985 1198 1437 THE NUMMIS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RE13% SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFELATERAL LOADS MD 6- 9QCRAST I IJ IMM C 1611,401,11" SAFE LOAD PLIF LENGTH TYPE 6U8 61`6 RCMU 3'-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-6' (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 V-6' (787 PRECAST 263 496 157 7--6' (907 PRECAST 222 367 116 9'-4' (1127 PRECAST 173 352 74 10'-0'(1261 PRECAST 151 276 58 11'-4'(136) PRECAST 139 311 49 12'-0-(1447 PRECAST 131 277 44 13'-4'(1607 PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 32 17'-4'(2087 PRESTRESSED N.R. 130 21 SEE GENERAL ROTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U4.INTELS 4=74-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 61`6-11 6F12 -IT 6FIG-IT 61`20-1T 5F24 -1T U29 -1T 6F32 -1T S-6- (427 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (487 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'(707 PRECAST 831 1 1222 1600 1979 2357 2736 3114 V-6' (787 PRECAST 723 1097 1437 1777 2117 2457 2797 7'-6' (907 PRECAST 648 88304 1249 154414 18400 21350M4361 to9'-4- 1127 PRECAST 575 57100 960 1252 1492 1732 10'-6'(1267 PRECAST 514 4620 787 1121 133 1551 cm 11'-4'(1367 PRECAST 474 401 685 985 1213 1442 cu 12'-0'(1447 PRECAST 45f 367 ad 619 888 1093 1299 13'-1'(1607 PRECAST 402 308 516 736 906 1016 1247 14'-0'(1687 PRECAST 368 tq 285 475 IK 677 672 989 1145 17'-4'(2087 PRECAST 253 208 338 176 565 693 803 THE NU118ERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 WGPARRINO 1324 CR 579 NEFLFL 33580 PRODUCr1U VISr'Dd °NNne 640 We M-dda 4uian piNtgio -O T•o7 aq (yryR. M SUMBEIRAL REM 09 eN —CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES Cri n GEMEWAL REV131014af tll ifs AW WYO VAL• ICAs cPol uml® en telt roar$ r c - em ler N7fe otuvlCxo wne LER : Or 1 C"' SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 40MV-0 1" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 iwip 1Stl-28 I2F16-28 i2F2a28 1284-18 IN26dB Itf3t-18 Y-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (407 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7619 9352 11060 12755 11438 5'-10'(707 PRECAST 1612 2320 MIT 5234 8487 11060 12755 1443 6'-6' (707 PRECAST 1303 1986 2679 4196 6411 10032 12755 1 7'-6' (901 PRECAST 1138 1628 2131 3210 4676 6756 9763 113524, 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-C(1267 PRECAST 611 1043 1295 1853 2518 3323 4334 563 II' -4'(1367 PRECAST 518 945 1162 1649 2216 2893 3719 474 12'-0'(1441 PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(1601 PRECAST 359 767 926 1294 1709 2188 2743 3109 14'-0'(1681 PRECAST 321 720 865 1204 1504 2017 2451 31061 17'-4'(2081 PRECAST N.R. 4511, 631 881 1141 1428 1750 21 19'-4'(2321 PRECAST NR. 343 477 700 925 1152 1380 1609 D Ila: N NSES w PAREPOW 6 AAE PEPOW REMEM WR CGDE 40 FIFER ADDED MWL SEE QDVA NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS ODOR t1.LINTFI A ins7 SAFE LOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12R96 12166-28121FI0 13F14-1 WWA W22-21 121626 18630 4'-4' (521 PRECAST 25M 2942 5468 7564 9640 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (681 PRECAST 1347 1841 3555 6395 9640 11669 13679 1567 5'-10'(701 PRECAST 1259 1758 3361 5954 9356 11669 13679 1567 6--8- (801 PRECAST 924 1430 2633 4415 6864 1 1257 14Wq 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 982 1132{ 9'-8' (1167 PRECAST 389 843 1451 2157 3203 44270 5417 6380 SAFE LITERAL LOADS FOR 12- PRFrART W INN A Cmff_* SAFE LOAD PLF LENGTH TYPE 12U8 12FS RCMU S-6' (42) PRECAST 1295 4841 393 4'-0' (48) PRECAST 1295 4841 298 4.-6. (547 PREF 1049 3922 2417 V-10'(701 PRECAST 681 2547 155 6'-6' (767 PRECAST 579 2167 123 7'-6- (901 PRECAST 474 1771 914 9'-4' (1121 PRECAST 355 1326 58gy 10'-6'(1261 PRECAST 306 1143 454 il'-4'(1361 PRECAST 278 1041 38 12'-0'(1441 PRECAST 260 971 34 13'-4'(1601 PRECAST 229 857 278 14'-T(1681 PRECAST 216 809 251 17'-4'(2081 PRESTRESSED N.R. 63 I6 19'-4"(2321 PRESTRESSED N.R. 534 1300 3" UU'IUVIL "WE W SAFE LITERAL LOADS FOR 4'-4' (521 PRECAST 1295 3692 4'-6",(541 PRECAST 1213 3458 2417 5'-8' (681 PRECAST 4287 5'-10'(701 PRECAST W4386'-8' (801 PRECAST 7'-6' (907 PRECAST 9'-8' (1161 PRECAST 1 355 1 1011-(,629x; SAFE UPLIFT LOADS FOR 12' PRECAST U -LINTELS W11 SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12F6 -2T 1812-2112FI6-2112F10-2112F24-IT IMS -211832-2T 3'-6' (421 PRECAST 2752 4287 5613 69M 6264 9589 10915 4'-0' (461 PRECAST 2369 3721 4672 6023 7174 8325 9477 4'-6' (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (767 PRECAST 1441 22 2972 3675 4378 5081 5784 7'-6' (901 PRECAST 12671 1767 3194 3606 4417 5028 9'-4- (1121 PRECAST 1028 1171 1472A 259 M87 3583 4079 10'-6'(1267 PRECAST 920 947 1612 2281 2764 3209 3653 11'-4'(1361 PRECAST 656 29.11404, 1962 2441 2902 3364 12'-0'(1441 PRECAST 814 753 1269 17 2201 2616 3032 13'-4'(160) PRECAST 678 633 1057 1485 1626 2169 2513 14'-0-(166') PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2081 PRECAST 434 427 695 964 1182 1402 1623 19'-1'(2327 PRECAST 366 370 593 8170 1002 1187 1312 UJ of NIRDEI5 N PNIENINEAS AM rowo IlmIC0016 foR IWOE40FaDAMNEVALSEEGAAEIIOEIR4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS or.olm SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1286-21 t11610 IM4-21 121618 1716II-2t2AF76- tffiJO- 4'-4' (521 PRECAST 1626 268,5 3746 4806 5867 6928 7969 4'-6' (541 PRECAST 1558 2582 3602 4623 5643 6664 7664 5'-8- (687 PRECAST 1210 2042 2850 36% 4466 5273 6081 5'-10-(701 PRECAST 1173 1984 2769 35M 4338 5123 5908 6'-6- (801 PRECAST 1020 1538 2426 3114 3802 4489 5177 7'-6- (901 PRECAST 904 1226 42163J 2776,j 3390 4 4003 4 4617 J' f (116') PRECAST 703j 771 j 1472A 2181,4 2663,4 3145J 3628 V) of MAMM x PAIEAOQERS NE POIa W IDDJ=M FOR occ ULMr l ..WIEw • MIERS w FAMIDIM ARE PtICOR MIOCM M OGEE 40 nMD =0RE11NL SEE 0FIFAAL NOTE R0. 4 ; E N S ' , 40 FEID AM REAM. SEE CEAERAL N01E N0. 4 447 ' 5e,= 0cP RFvti doe•eRiraa.amuAPl"deo tF ' Dlildi Cbd4 E F/l': AooyhneeNo a o 03 CRAIGPAF hlo B2emlboDak o18 i•., R ` 6924 CR 579 a uaSM91.41. 3S/ 3584 SEE GENERAL NOTES - SHEET 1 OF 3 •444NALREVISION4,4•` R.P.EILTC,TIp1.1W956 ON [ z °" aE" of y { — CAST -CRETE 4 6" & 12" LINTEL SAFE LOAD TABLES 3 "a' ERE wulu oEsaa-I4 otA1N m EauR AINEUO snw Ilrs ME. 1 a¢aaoo m EPA1R rutaw ri -PDL Nt 44ru oulmela u4tn RRt 3 or s J MIAM4DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11.805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). . This NOA shall not be valid atter 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 (lie 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 tho 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. FDS, titled "Cast -Crate 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.B., on August 19, 2014, bearing the Miami -Dade County Prbduct Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA it 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H lmy A. Makar, P.E., M.S. NOA No. 16-0126.03 MIAMIFlu; COUNTY Expiration Date: 05/21/2017 Approval Date: 04/28/2016 41Z Approval j Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "CastrCrete 8"Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1. of I, 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 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M] 9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. W. &ZA YJVny'A. Makar, P.E., M.S. ProducrControl Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 084-M20749 dated 04/05/96 for #S rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LTB, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-S29-94, prepared by Applied Research Laboratories, Report No. 3040413, 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. ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05!21/2017 Approval Date: 04/28/2016 E-2 Cast-Crcte USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 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 Mlami-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. HgoWy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. ' QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Conteol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. 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. k: = -, /- ak Z H41WA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 RE• Js HIGH STRENGTH PRECAST AND T PRESTRESSED CONCRETE LINTELS ROOM PR00=RUNnWED a CHPIYIHO WW%am F7Wi01 TYPE M Twn IVs, m. 6. nrvr u Gila l NtsmWmr •r.m. u.im O3- t Iq A[OTa uew rtrCASr 111IIFl REGI ND fa•K_ rASIILINW YODn i• ISO O m taus 017 m •. rlaoO TIM •r smv v mrL n ASH. rl rl r [ 4. PIESR[SS[D I INUL H[W.OKOf r M.TIDN Uall THIS floPI1[TART NIrOIIYARON a PWUO FOR FI% WCT AFFOUNAL P a FACTW O or (W.tICRT TARS AND CANNOT BE t[PIaOUCm OR OSA MED ONNOOT TIM VISOR MOTET CONSENT OF CISF-CXM USO. IOD. 1. KWOK W "Stat 7/31 80 ASID ASIOI Is. I•, S NOTP INC TOPL W=13 Or "oSM ARO Is RaAI aIAO[ w ASN ASIA 7/10 WX IcalNtm a coONlm SrAI1aa flom rACN aAINTm f7aQr lal-IOIaATPN PasraSLiO to or THE mm= cm m cakou SItlIW ASIY "IL - H0. or STORM " . THIN IN L CQX WC STI NIM r. " 5000 PS tat P NaOOte•IO a" mm sxtua s IN IRS flSiiowty uttasl r.. IDw PP rot Au flmI CAM an rmm O POI UNIOs.O. SJ rOONDs a P0U wram row VIA i UK" PISStI[si rata . Wo . I,w. 01.76 of Ommac Im a um In Um or flalma0 UNTa ISIaOR/ OD[ 4. =l=T= PSISTISS m To Saar UrM AND wNOLW iaCM J Elvs • '., PRooucruc NSRv OWWWS cod. Aaeptaare kDl -o Oi.oZ r U rUS'S a o16 A%; cRA1GPARRImO G•, S ;,R : (i;.`• SEFREAFL 33580 h.NALEN.P FLPF-MN0.44m low CAST—CRETE 8" LINTEL FABRICATION DETAILS ilii m U'J flC]i VE: -iii Qfm i 0 KECA IMAM oa vj LD"rzs s o MFAClA m v G©I vm oma,ar v Q7CY vEki":J[i 3iVt`L"'7U]"E30 mm=c3 r11,® MICA rnrrrc:-rrTn.r=n.„rs-I„ r=3MWAv®©mooInrMACE2 lamarFu ai:arc>:.rnls,v rxs,arrna+o. 23”' Kl K=idQ KUMF 11' m,v v Ir MrM rrna ocyAm laU1 rca::ens.., oc5a+©Hata 1m5_"Kzm larax.-,3" a[i6F,if I/]ALi m. 6. nrvr u Gila l NtsmWmr •r.m. u.im O3- t IqA[OTa uew rtrCASr 111IIFl REGI ND fa•K_ rASIILINW YODn i• ISO O m taus 017 m •. rlaoO TIM •r smv v mrL n ASH. rl rl r [ 4. PIESR[SS[D I INUL H[W.OKOf r M.TIDN Uall THIS floPI1[TART NIrOIIYARON a PWUO FOR FI% WCT AFFOUNAL P a FACTW O or (W.tICRT TARS AND CANNOT BE t[PIaOUCm OR OSA MED ONNOOT TIM VISOR MOTET CONSENT OF CISF-CXM USO. IOD. 1. KWOK W "Stat 7/31 80 ASID ASIOI Is. I•, S NOTP INC TOPL W=13 Or "oSM ARO Is RaAI aIAO[ w ASN ASIA 7/10 WX IcalNtm a coONlm SrAI1aa flom rACN aAINTm f7aQr lal-IOIaATPN PasraSLiO to or THE mm= cm m cakou SItlIW ASIY "IL - H0. or STORM " . THIN IN L CQX WC STI NIM r. " 5000 PS tat P NaOOte•IO a" mm sxtua s IN IRS flSiiowty uttasl r.. IDw PP rot Au flmI CAM an rmm O POI UNIOs.O. SJ rOONDs a P0U wram row VIA i UK" PISStI[si rata . Wo . I,w. 01.76 of Ommac Im a um In Um or flalma0 UNTa ISIaOR/ OD[ 4. =l=T= PSISTISS m To Saar UrM AND wNOLW iaCM J Elvs • '., PRooucruc NSRv OWWWS cod. Aaeptaare kDl -o Oi.oZ r U rUS'S a o16 A%; cRA1GPARRImO G•, S ;,R : (i;.`• SEFREAFL 33580 h.NALEN.P FLPF-MN0.44m low CAST—CRETE 8" LINTEL FABRICATION DETAILS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS A. oal:c6RiFa oaEa RgnLOADSIMM-Lt9 1+.w SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 8418 411-09 612-05 111`16-01118120-011 4021-06 6026.06 IFF32-06LENGTH 1598 66-16 612-16 614-16 1170-16 VK -19 All 272-19 3'-6' 4 PRECAST 2231 308 308 3719 4605 6163 6113 697 7547 am 4974 9502 10391 10931 11149 4'-0' (487 PRECAST 1965 2531 26W 2751 4601 3420 113 490 7547 5937 0914 7014 10394 6107 It= 4'-6' (547 • PREfYIST 1599 1905 218 2110 4375 2931 6113 3753 7547 45W 6672 6100 10294 4224 11609 5'-4' (647 PRECAST 1217 1349 1643 1436 1 380 1969 I 5561 25W 7547 3113 7342 3644 9133 049 10121 5'-10'(70 PRECAST 1062 1100!S73 1451 29N 1631 43M lop 7164 2549 109p, 3009 7161 3470 0176 30'-6' (787 PRECAST 908 1234 2177 3460 3031 3707 4361 5041 2 148 1LM 2177 3400 5761 078 103919 0m 7'-6' (907 PRECAST 743 roll 1011 1719 1720 2612 2641 2203 3911 286 591 3191 8407 3465 472 9'-4' (1127 PRECAST 4 5911181625258431929103302 591 66212451W75613194703690 10'-6'(1267 PRECAST 91$ 1062 1247 1533 2041 2W 1?" 220 2167 2531 4754 11'-4'(1]67 PRECAST 362 p4l 945 706 1366 IJ9 1640 1646 2423 2423 3127 3127 409 700112'-O'(14171'REGST sW SS7173 127 673 1251 1254 194 194 2193 2193 2406 2103 356¢ S i13'-4'(1607 PRECAST 296 437 734 755 1075 1075 1421 148 1634 1635 2310 2315 210 2161 14'-0°(1687 PREC/ST 2i9 374 442 79 706 1W2 1002 lam 13I6 1697 197 2121 2127 NEW 2630 14'-8'(1767 PRESiRE55ED NK w 455 M 703 W 1370 NR 2215 2317 2112 15-4'(1847 PRESTRESSED NA MR 412 a 710 9a 1250 at IU3 701 2m OR 7120 as 7513 17'-4'(2087 PRESTRESSED NAL Im 3W rm 548 0R 250 Na 1.49 tut 0734 120 1047 19•-4'(2327 PRESTRESSED N.R. NO 205 x.: 420 ru 730 IR 1037 1054 1R 1716 21'-4'(2557 PRESiRE55E0 N.R. IR te0 1R 340 1R 696 IR 705 Ir -4•(2087 PRESTRESSED J141m bt 148 2647 PRESIDED NR 7R N+ tm wt 306 1111 7401271 153 315 530 764 346 Im 24'-05 (2887 PRESTRESSED R.R. M 129 230 450 14a 54 429 6131058 Kit Im J) THE NUMBERS IN PAREMNESIS ARE PERCENT REDACTIONS FOR GRADE 40 RDD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. OF Am. SAFE LOAD PLF TYPE BUBLENGTH 8F8 R CMU 3'-6' (427• PRECAST 1025 1024 1598 4'-0' (487 PRECAST 765 763 1309 4'-6' ,(547 PRECAST 592 591 1073 5'-4• (647 PRECAST 411 411 745 5'-10"(705) PRECAST 340 339 616 6'-6' (787 PRECAST 507 721 490 7'-6' (1107 PRECAST 424 534 363 9'-4' (1127 PRECAST 326• 512 230 10'-6"(126') PRECAST 284 401 180 11'-4'(1367 PRECAST 260 452 154 12W (1447 PRECAST 244 402 137 IS -4-(1607 PRECAST 217 324 110 14'-0' (1687 PRECAST 205 293 100 14'-8'(1767 PRESTRESSED N.R. 284 91 IS' -4'(1647 PRESTRESSED N.R. 259 83 1r-4'(2087 PRESTRESSEDrNJL 435 194 64 I9'-4'(2327 PRESTRESSED 2 148 52 21'-4'(2561 PRESNt135ED 435 125 42 2Y-05(2647 PRESTRESSED 2700 I 116 40 24'-0' (2887 PRE51REW N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED UIJNTELS C4aa iasr9' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE ere -IT 6U-li er16-IF ei2Q-I N26-I eF3z-t7 LENGTH 95-21 612-21 616-21 U20 -2r er2r21 IF32-2r 3'-6' (427 P(i£CAST Rif 158 2665 2055 4 3$24 4394$132 4394 132 7001 7001 4'-05 (487 PRECAA 1357 2303 3010 364 R 5375 6070 1313 2305 3050 3015 5375 60794-6' 547 PRECAST 1207 2040 2707 3373 4711 379 1207 2040 2707 3375 4711 WN 5'-4' (647 PRECAST lots 1016 171 1715 m$ 7276 2706 2635 1 3339 3399 U61 3061 4522 4522 5'-10'(707 PRECAST an in 156 479 2010 293 9) 3107 3107 3620 3420 4133 4133 6,_6• ( PRECAST 435 11 i9 2379 2 3251 3712 435 1407 194 1 2329 2700 I 3251 1 202 T'-6' (907 PRECAST n7377 I 1224 1624 1624 1 2W 1025 2420 2427 2527 3729 3276 Vr (112) PRECAST 591 705 IIMj NN 1615 2157 25W 591 662 1316 1 16U 199 2294 819 10-6'(1287 PRECAST 53D 575 91$ 37$6 1461 17 mll 570 95 Hood 1437 iMd 2065 1 2346 11'-4'(1367 PRECAST 414 W4 sW 1037 127 1513 1753 414 607 1042MI Mn 100 cal Illiboyl 2167 t. 12'-0'(1447 PRECAST 470 a 470 455p w 374 Ni 94 936 1302F638A I WW 1369ad el IS61 207spi 13'-4'(1607 PRECAST 08 426 • 389 4W w7 79 7$s43 1139 13231. 1667 14'-05 (1667 PRECAST 364 364 59 724mo 1220am 410 475 717 100SR 1407 14'-8'(1767 PRESTRESSED 216 390 520 663 6n97$ 920516 tut 0734 15'-4•(1647 PRESTRESSEDZm 31) 49 627ftt 1054 230 39 516 9a49 169 Ir -4•(2087 PRESTRESSED 1W 261 405 S21756 673 641923065067401271 19'-4'(2327 PRESTRESSED 112220 346 447647 70 19 261 429 6131058 Imaj 21'-4'(2567 PRESTRESSED 142 204 307 39.1 49 563 w 655 142 132 373 97 721 soft 1048 2Z -D'(2641 PRESTRESSED 137 197 795 379 162 516 670 137 22.1 355 513 651 861 009f24' -O"(2861 PRESDED 124 176 267 342 41624 49201 97 124 202 319 435 fodftd 757 J 878 SEE GENUK NOTE NO. 18 ON SHEET 3 OF 3. FRODUCrRENOWW p D CO B1m tom• 1'101TQ1 C 11DmAle =3_5_4 c I ";ii, A MC,W P ARE PERCENT REDACTIONS FOR GRADE 40 GENERAL 1107E NO. 4 ON SHEET 3 OF 3. EN '• fit!(% FRODUCraevlmD 4mcal. y9A4U0R0Nda CIP6 tIu0 D/Ns O O •OILTE.gF1N .' CRAIGPARRINO 1/111/1 620 CAST—CRETE 8" LINTEL FABRICATION DETAILS tat we OQW-N I mu 011 40794 rom m - em m 44171 sma 001 p STHI ON[t 0 mmo Ot`. CIM P/3sf0. PL - M 60. 44130 0417011 4 701 swu 2 Ir 3 R SAFE GRAVITY LOADS FOR 8" PRECAST w! re RECESS DOOR U -LINTELS 4 -sr -41M." SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE eft. OB 11971 W16 sine -m 4'-6' (541 PRECAST 1111176-ai mo -m LENGTH 8RU6 11196 111 4710-711 W14-111 IMS -18 Wn-Ill WN -l9 8WX-10 1'-1' (527 PRECAST 1635 1749 395 3760 4349 5421 6493 7507 788 464 1071 3619 5206 6639 6060 9479 10093 4'-6' 54 PRECAST7 1494 1596 mw 1892 39611 49411 5924 6904 5'-8' (681 PREDAST 6731797 o5e 3699 520 61139 11060 9479 101193 S' -S' (687 PRECAST 866 Lao 7710 256 257 1Dm 3107 3966 lw 1748 7167 2461 4567 63119 1111160p 7917 9311 5'-10•(70' PRECASTt 4259 an 1653 1600 1114 2649 3174 3700 29 1143 1302 4242 6639 Iaeo 7402 6706 6--r (807 PRECAST 907 7625 3120 5011 t7p 96411 tad! IS 2666 S en 11125 3120 11011 nu 04 10 7'-6" (907 PRECAST 1167 PRECAST 395 1490 2459 ms 5743 7239 6623 55749024M37766743•9911 701 7351 I9' D' (1167 PREGIST 4811 999 7565 2253 3129 6091 3146 526 999 15M 2253 1 3129 4150 5091 SAFE LATERAL LOADS FOR A•• RRFrsaTrdil" RFCFSIl nnnO u3IRTFI c 4cV"„/Rm i"1I SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R(:MU 4•-4' (5n PRECAST 758 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-6' (687 PRECAST 408 407 655 5'-10'(707 PRECAST 382 381 616 6'-8' (807 PREDLiT 595 788 464 7'-6' (901 PRECAST 509 674 363 9'-8' (1167 PRECAST J70 490 214 1) THE NUMBERS IN PARI?RHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 4 SEE GENERAL NDTE 18 FlELD ADDED UAW. SEE GENERAL NOTE NO. 4 eirlat dole -I e9F22-ItTYPEerre- IrN665 GENERAL NOT 11) LMda ar.as flonlop ad Ary mlfid ara s •em Y mmadeb maul ad .9. fe 6' 6recml UW 4000 pd r4 142 Ism . am Pd t•YM1Siad - J000 ed no> haY a e •Y ar30774774rouas7wbpc00 13) as aa.rw ashen d 1i6de YalYti Y aced r aaaeY vat! Mol Isa a wYiy at drme •apld n ereWwaa •aa /67Y C -e70 .1arOrM 01111771• mo aomwaedn 1900 al Rlrr 1w /5W i0L5 W 64 IQ Uabb lowed darganead7 da vuON (goilr ar roYll aar M M fYtre>D bob do61 be drdW 4r Ona i I6e- YYaYI 401(00 , per ASW 6f 16 OM111 270 Ya IeWdho Q70 Alpe M v S yemw Yd ATW hodaW M6 Ia 1) 67 «Y ler Was bear a anlian 4 ledr aerial I mV* xo walled baa + Sd. Y.aaaa, bel S 6Wo -_-, , - rldItop 611lkrdls Om IV,= 1 Far ampaib 660 Oelmb ad YNia, m oeh M Yam cot 1125 6dpM alYaM1 f - m11D 1641 amus / u - IA6m Wm W 111M m" 16) W fdd Yp6e ml dma• de a fe law lom ad bepd Yap wan 3) R4d6 m awls bed ad had Wda 10 Sete Mb as agaRpete/ 4610414 MM 4) Tbo mass, Y lmrie0ie In6eAa lb 119411 eralba tar wade 40 ren eds4 aebm 111J Salo Y.m bead a r(md dldi •wr4 pr b 670 ad AP 319 Fam21e 7-6' uAd arm -10 r66.NT 10) Amrww b 625111100 alaXeedrsMMdb42dISSreee6a1dxwoNW6dmr I •6.111 east a amseed VJWmisiAa F-11- Irmlrmo M 07 -C ad leer comb WCoe 4ellee0u Va b 1. —Woo meeS6egg as flmda irMq are S4dam 110411 a goxm 1) Slam 1616 retdt a r4Y4e0. 7) an 17 mMr aW be aaOelYa46 Is, be IS rebma 60 M14sav MI amly ab W Mbled•ml 1) 7b1 el d w mq ,WWI. aaaWr•ad Moe lean w reY Yea 1Wa by ccdmtodj';qto mI ROAN eemd ad dw of am OpamS 10) Yat - 8d add 11) Most 625 rdd rtler I. W Yedd a W boll m a the 11601 ea 9r. 1/2- CER T I —. a SAFE UPLIFT LOADS FOR S" PRECAST w/ 2" RECESS DOOR UdJNTELS 4s sT 444 SAFE LOAD - POUNDS PER LINEAR FOOT eirlat dole -I e9F22-ItTYPEerre- IrN665 al elven-I LENGTH LVG-21 16014-21 e6r111- d922-21 MI- LW30-21 42'-4• (527 PREGIST q06 236: 3066 3nI 440 5140 f - m11D 1641 amus / u - IA6m Wm W 111M m" 9Qi 23112 3056 7731 1145 SNO 4'-6' (547 PRECAST 1167 nn 29D 3607 Ins 4943 457 2177 2539 3607 405 4943 5'-8' (681 PREDAST 6731797 2196 nm 33112 3911 675 1797 2325 2654 3x2 3911 5'-10'(707 PRECAST Ess lw 1748 2359 2773 of 7799 65 1233 1746 4259 2773 2799 C-8' ( PRE1 St 570 929 29 33N 370 Iaeo x6 3326 7'-6' (907 PRECAST No 742 VIM 1 IS 2666 506 5911 166 296119'-8' 1167 PRECAST 395 466 10 11110395SM7017351 SEE SAFE LAMM LOAD USLES FOR LOAD MTWMREACHAM90K EiF32 im F49MRCED CRU Flbl COURSE PROOIIcritmis eD 15 REBAR aldWSc6 Will lhoFl0liii A or GR60 .,,_. A?+ ab/ 07 TG.a i• =: • 1cmu oma I3 ImIt Al 601104 or WILL aw Its, ' ImTTaI YF90a00.Yr ALTIQ 16060fD LY IeOIi EN•',O•,L l• (1 tRonucrltaVlsm744aes-pblei Will 0m PWa. o a'a OF m„ CRAKIPAM f Z CRw0 M dqe it SUMER R. 93580 nrx f:1 r rel ITA irY GTE 3 • DETAILSr.\•1G r:111:111111Q11111 'F TIE Q%M iiYLrl:YLi: y l ' '' r.a a:rr>3;3:71:7 7"C1; Yszrte>t rl a,l;rtna r.I;ra r Erar i -- - la:7a:lr,law: i:r rrac>t THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR OWE 40 FIELD ADDED REBAR. SEE DENIM NOTE NO. 4 TYPE DESIGNATION f - m11D 1641 amus / u - IA6m Wm W 111M m" 17 f; 8F16-1 B/IT l• AY IW VK ` Is 1)1069 I—I, a CLUX SEE SAFE LAMM LOAD USLES FOR LOAD MTWMREACHAM90K EiF32 im F49MRCED CRU Flbl COURSE PROOIIcritmis eD 15 REBAR aldWSc6 Will lhoFl0liii A or GR60 .,,_. A?+ ab/ 07 TG.a i• =: • 1cmu oma I3 ImIt Al 601104 or WILL aw Its, ' ImTTaI YF90a00.Yr ALTIQ 16060fD LY IeOIi EN•',O•,L l• (1 tRonucrltaVlsm744aes-pblei Will 0m PWa. o a'a OF m„ CRAKIPAM f Z CRw0 M dqe it SUMER R. 93580 nrx f:1 r rel ITA irY GTE 3 • DETAILSr.\•1G r:111:111111Q11111 'F TIE Q%M iiYLrl:YLi: y l ' '' r.a a:rr>3;3:71:7 7"C1; Yszrte>t rl a,l;rtna r.I;ra r Erar i -- - la:7a:lr,law: i:r rrac>t MIAM11-DADEME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTO•IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADIIIINTSTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) xnm.minmldnde.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4 6" & 12" Higb Strength Precast and Presh-essed 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 endoisement 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.. Tany 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 ti 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. True submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. i f NOA No. 14-0903.03OMIAMADECOUN1rY - , -?A . 1-` Expiration Date: 09/11/2018 Approval Date: 10/09/2014 Page 1 CAst-Crete USA, Inc. NOTICE Oh' ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.01 A. DRAWINGS 1. Drawhng No. FD4612, tilled "Precast mid Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated dlarch 24, 2003 and Drmving No. LT4612, tilled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared 4), Craig Parrino, P.E., dated Alarch 24, 2003, last revision #1 dmted April 28, 2003 both drawings signed aid sealed by Craig Parrino, P.E. B. TESTS 1. Test report on jlernnal testing or 4 ", 6" & 12 " Precast Concrete Lnitels Filled and Unifilled Models, road of (13) concrete lintel specinreis, per•ASTi11E-529-94, pi-epared 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 mid sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION., 1. Qualit), System Manualfor Cast -Crete !Machine rllade Precast Lintels revised on A*O, J, 2002. Z. Cast -Crete Quality Systenn k1ainral,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, filled "Precast mid Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated rllarch 24, 2003 mid Drmving No. LT4612, fitted Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Ua•ch 24, 2003, last revision dated AAn-ch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Hiannl-Dade Coirnty Building Code Compliance Once. E, MATERIAL CERTIFICATIONS 1. Alone. H iy A. Mahar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 A. DRAWINGS 1. Drmving No. FD4612, titled "Precast and Prestressed Lintel Details", slree/ 1 of 1, prepared by Craig Parrino, P.E., dated Manch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Linlel Safe Load Tables", sheets ! through 3 oj3, prepared by Craig Parrino, P.E., dated 11,1arch 24, 2003, last revision dated March 11, 2003, 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 Mianu-Dade Counly Department of Permitting, Environment, and Regulalay,4ffalrs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-onr Cast -Crete Corporation, dated February 03, 2012, signed and seated by Craig Parrino, P.E., cerlifying compliance wilh the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TES'T'S 1. None. C. CALCULATIONS 1. )lone. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulalory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. i Wlfny A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Lie. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I or 1, prepared by Craig Parrino, AE., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel SOP Load Tables'; sheels I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, las/ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E.. on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Linlels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Credg Parrino, P. E. D. QUALITY ASSURANCE 1. By Miarni-Dade Corrrrh Department of Regrdator), and Ecorrorrric Resorn-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-onu Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed bf, Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2074 Edition. He1qfy1A. Mahar, 1'.E., NI.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 r r MIMI I I\I y vcs Ltl vc, svEsr va W*81 R I PORN _ J Fffii[tZ® o®r r tr[nno D*2f ,n,aE- CG i aFt fk 'Lr ^7 C1!/f lJl3C]t•f7af lic5m i.rrn.j Ffct'r O?ir x ••tt36',a alta L':llllY ft7T L L/VL L':J[Va n la ra:ar r VL:L"_i [7mil'J..Osi I a r[D1Fri.'.Li«Si 4]rrr tr.•al-iL li i- FZ"Li' UCS-R77 EELIE 19J1Fcf. dic alaili7Frff63iGr/]mO m 936a FlL. 1. il 11. raornff--mfl. I'll 21r tt7 Q''[r,•,>;J,r" yam Fr" L[=W cuartaJIE"r .L R1Cre]G,oaa[ tiiz marrl I rluc mm[n_:[DMAoao moles[ltartL Jtc1Qr ta_"A[l"OG1t I` . .. Ll®onosun13213pRonucTov[[rutr oclaErc>i[nJrvno oca KL iaursmi t ra vao Ca rsCL et:areuL':.luLl r1L=7661a ELMrrcyoartu_ulm Jay:aael a r[n rm:=•.l rmv F7MMFdrR'riFF7rLr1L".Iid[9[7iiTll r 5M va oita['t7O t.7 l.. ih L Yl `.0:t•.•u:iia:cCll:1 did,i Cd R'[7s3ria lrgtiifllli=_'7 r$vr73n rut:.Jrc$rv•n,rca[2!rt. FVC,iCdsamlOaL'J1..16 1IIn7 nn0 m<r am aar ta u ve[c rri t< m&rgLI-11vnFIJI s rr i[t>:.a ao s<m®r a ria r1L::iriQara r f[iQ9R" airr1L ffY•fi.S`rFft'tiiriZ'7O cicn,c.re,crciliarrztartau-uc vtta,,,I rciy ac'1[c.•y.r ri.IFI - [l l Vi:i.urJrar:ara ry.rtirrrrx;f ct>.rcui•r>i 1i F. u+nc rin rt v rte r..CRSM evnrraem r[9[S SaE[r cm'mo rtu[mrrm ocao ocyEMArT- rFL7mC.7[2u ®oho 33m 1t`1i84a!aX bY pl; y r C ,-,. _ PRECAST AND PRESTRESSED rear. ti I GENERAL NOTES 0 Alalablc re P pnmd Ibtd - J000 pd re n s lr fiend lr1 - Gama re ped - J000 pi _a1ydnbwmnorraon Ateieh asaRW aIAW)• db (124 /fl alp q RI Affil rSaGwapb GO Oa malar pm A5N fx70 type V « 5 2) N da rad Tablas bead so mi 4amo4 (nit ea ' brads¢ E-.fffi Salo bbobr., ZD $a 121A and IV Vim 4 I/2 rdle& cosa 1 Inwu Im 3) IN. fol nwlar bed and bed gift 4) no amber b for cMeb Iplwade an paamt ade6m for qa4 40 4Y odld ndwc floc 11i2 12421100) An pl 1428M 5) Al 9dde,reat « asad m dal."se, itG 6 told byes d 12F0 1r-4' d Wyu sleds « arced t/181) ddkcUn the r foaled to vaso m m,a'I V. Raft Muss coda 5rdbn 100111 m aypica6l& 0) Show t0d ia4b es rapid. 7) t• 00 tdW Is be added a/ 4' dbwon bedemld sod Ir didcmlm "CIA 0) r d b«ma/Abladddv a and an* sin the aRHI«rrd Dodesg lbdmy —kn mao4dd bob from isle de bd teAm byrabummmnmtanddaodd-wy Wm The 1. d opal. 10) ILL - Rd frld 11) 0drm raL •dbd abs b N Ward rd IM berm of Me rdd milt'. TYPE MIGNAMON r - w10 a01r aeel0 / 0 -Wale M/ 2 1 O 1x04 e YRa 12FI6-28/2% Mom L, d fa -[w14 Its 4• "047 em® nal v awYl am 17:34 li nr uc,/•. evll am o .c.:4.': • vna® m r eelrom®rauom II0 VAL 12) CA Ir b" Adie at fM cafe 4 ema.ebr .roar w nbdaaq d 13) lb defer •ilae of idsb bdaled in dei« ae«de mmy mb did bma a am2n of dame spoof r a muddwys ulbbAA5711 C-216 adp w, mobs It) M6 amW be , - l« W. eerttled read V m) blut olboycc pied vcAiaol fad + *W bwiwm ro0 S IDSafev00edrodSoolanbwrod 15) for m pssb Md Iwllbb ed dom on mW red bew ad low I.wdd ebom 16) For Tido W*M riot dm % m safe Ami nal 1d caged IvO own. 11) sale bob are &yerr•med alum a rod& 10) Safe lob bead o rd'oml dedpr 4n*pb perA13 S" adACI 31S ' 19) riadanxd tasA nwsw jr vola (ACJdQ 4. Ilw idd. 5a d erb bye.". SEE SAFE tAIM UTAO TARES FOR LAAO RATING r " FOR EACH AOOMOM i-;,r,'r••. REINFORCED CMU (RCUU) FULL COURSE 1/2' Ctit ITP:..,. 1) +5 REBVrtFOR U W 2) 460 15 RESAR FOR 12' t1RIE15 360 GR/O or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4i s>I4— GRAVITY LENGTH TYPE 4S8 3'-r (421 PRECAST 1180 4'-0- (481 PRECAST 959 4'-8' (547 PRECAST 789 5'-10'(707 PRECAST 460 6'-6' (787 PRECAST 360 7'-r (90) PFZCW 260 9'-4' (1121 PRECAST 156 10'-6-(1261 PRECAST 116 12U8 Cwsr Cisrn UPLIFT LATERAL LENGTH TYPE 4S8 4S8 Y-6' (421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 V-6' (541 PRECAST 529 258 5'-10'(701 PRECAST 407 148 6'-r (781 PRECAST 366 118 Y-6' (907 PRECAST 280 87 9'-4' (1121 PRECAST 187 55 10'-6'(1261 PRECAST 152 43 12F8 12F12 12F16 6U8 6178 61712 61716 9a•!•: YJY' f 1jf 1:"' tsr :•ire '4tiv;'j Y: ••• 1' l: / Vii,='!',r'•, .;;lV • 4S8 1 ice' •G ., 4. !y • 12F28 12F24 12F20 b—pVN ft Ns Flacdati•• Si UWIdn2 5d: CRAIGPARRII IG e I` nwouNa°. , • ° ; T 6F32 OF28 6F24 6F20 ''ssj' R Q Gcp 579 SEFIFNER. Fl. 3„•{5gq vy ttyddtO,Y.... FL RE U0. NQ 447M M ,ER of mL -CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES lel r _om— lff IWh oKIRi-14 obA>tll R JOIUM AWWD Sk11L: IuS 581 0410 J/2//41 12Ctlf(0 din elUp pi. - ACG W 4:4 ItV21..ML U4112 S16p 1 ar 3 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS wsT iw SAFE LOAD PLF SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 61`8-16 61`12-16 6FIG-1 SF20-18 6724-18 6F28-18 6F32-18 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 J633 5050 6148 7227 8297 9357 5'-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-6' (701 PRECAST 949 1078 1831 2850 4328 6737 8297 9351 7'-6' (901 PRECAST 779 883 14% 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 660 1056 1523 2084 2795 3731 5017 10'-6'(1261 PRECAST 503 1 566 895 1 1270 1 1706 2236 2898 3747 11'-4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2608 13'-4'(1601 PRECAST 373 417 646 695 1170 1485 1852 2285 14'-0'(1681 PRECAST 351 392 605 635 1087 1373 1703 2087 17'-4'(2081 PRECAST NR 1 299 1 455 1 620 794 985 1198 1437 THE NUMBERS IN PAWMIESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 a ws• SAFE LATERAL LOADS FORA" PRECAST I4LIMTFLS 4=7 m SAFE LOAD PLF LENGTH TYPE GU8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-O' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(107 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-1'(1361 PRECAST 139 311 49 12'-0'(1441 PRECAST 131 277 44 13'-4'(1601 PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 17'-4'(2061 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 IN i 1 mmio SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4w"41:04" SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 96 -IT 6F12 -1T 6F16-11 6F20-17 6F24-11 6F28-11 6F32 -1T S-6' (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2084 2577 300 3562 4055 5'-10'(701 PRECAST 831 1222 1600 1979 2357 27J6 3114 6'-6' (781 PRECAST 723 10971437 1771 2117 2457 2797 T-6' (901 PRECAST 648 863_ 1249 1544 a 1840 p 213510 2431 9'-4' (1121 PRECAST 575 57100 980 1252 04 1492 1732 1972 10'-6'(1261 PRECAST 514 1 462 787 112IJ 1336p 1551 1766 11'-4'(1361 PRECAST 474 401 685 cm 985 Is 1213 1442 1645 12'-0'(1441 PRECAST 454 367 619 co 888 1093 1299 1506 13'-1'(1601 PRECAST 102 At 308 516 CB 736 906 1076 PRECAST 368 285 475 677 832 989 A24714'-0'(1681 17'-4'(2081 PRECAST253 208 336 476 585 693 1) THE NUMBERS IN PAFVKSIS ARE PERCENT REDACTIONS FOR GRADE 40 FIELD ADDED REM SEE GENERAL NOTE NO. 4 R16P,:``/ CRAIOPARRINO N70NAL P_ tx , SE1 ER R S95B4 R..P.RSUG.N(L44a PRODUCPROVISED HWId gs)4%ib me Rorim IpWanuliic'O X3.07 0 1 ncw CAST -CRETE 4", 6' & 12" LINTEL SAFE LOAD T Lunt SAFE GRAVITY LOADS FOR 12" PRECAST U.LINTEI S 4cmw-own 3'-6- (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 x88-28 1812-28 12716-21 OV20-n 12124-20 W25-28 18]1-28 S-6' (427 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0' (487 PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (547 PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 14434, 6'-6' (787 PRECAST 1383 1986 2679 4196 6421 10032 112755 14 7'-6' (907 PRECAST 1136 1626 2131 3218 4676 6756 9763 135 9'-4' (1127 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-6"(1267 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 II' -4'(1367 PRECAST 518 945 1162 1549 2216 2693 3719 474 12'-0-(1447 PRECAST 455 878 1073 1513 2020 2617 3333 420 13'-4'(1607 PRECAST 3% 767 926 1294 1709 2189 2743 3409 14'-0-(1687 PRECAST 321 720 865 1204 1584 2017 2451 310 17'-4'(2067 PRECAST N.R. 451, 631p 881 1141 1428 1750 210 I9'-4'(2327 PRECAST N.P.343 477 700 925 11 1380 1609 W 'm euepllJla a e+mmma qua Iw.vo emmm Fm 48ME 40 NCLD ARM ATMA SII 4CJEIPL NOE IOL 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS nnnn C1.umna S lcmw_* 3'-6- (427 PRECAST SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 IW6-28129fl0- 121714- 2616- on -b 18726- lxx 4'-4' (527 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 V-6' (547 PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (687 PRECAST 1347 1841 3555 6395 9640 11669 13679 156 5'-10'(707 PRECAST 1259 1758 3361 5954 9358 11669 13679 15 6'-8' (507 PRECAST 924 1430 2633 4415 6884 1 1257 1180Q 7'-6' (907 PRECAST 703 1203 2157 3494 5259 7922,9623 10'-6'(1267 PRECAST 11328 9'-8' (1167 PRECAST 389 813 1451 2157 3203 442104 5417 6380 TA 11E NUMM N PMI[ M% IlE PCAC 9 IE XCAD S FW WAM M nM0 AM RBNL $CE 011 NOTE R0. 4 LENGTH 12U8 I 12F8 I 144:Mu 3'-6- (427 PRECAST 1295 48411393&J 4'-0' (487 PRECAST 1295 4841 299 4'-6' (547 PRECAST 1049 3922 2417 5'-10'(107 PRECAST 681 2547 155 6'-6' (787 PRECAST 579 2167 123 7'-6' (907 PRECAST 474 1771 914 9'-4' (1127 PRECAST 355 1326 5 10'-6'(1267 PRECAST 306 1143 45 11'-4'(1367 PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 34 IS -4'(1607 PRECAST 229 857 278 14'-0'(1687 PRECAST 216 809 251 17'-4'(2087 PRESTRESSED N.R. 6 16 19'-4'(2329 PRESTFEW N.R_ I 534 1 130_ rr+.y.... PLF LENGTH TYPE12RU 12RF6 RCMU 4'-4' (527 PRECAST 12951,3692125a; 1'-6', (547 PRECAST 1213 3458 2417 5'-8' (667 PREGST 784M171615157q5'-10'(707 PRECAST 747 6'-8' (607 PRECAST 602 7'-6' (907 PRECAST 1 504 114381 914 9'-8' 0169 PRECAST 1 355 11011 1.SM2 C - I SEE GENERAL NOTES - SHEET 1 OF 3 mamot rj no& SAFE UPLIFT LOADS FOR 12" PRECAST U-uNTE1_S 4"W -4 -amam SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12w2T 1812411016-111ff20-2T 121 AT 1826-81832-2T S-6' (427 PRECAST 2752 4287 5613 6938 8254 9589 10915 4'-0' (487 PREGSI 2389 3721 4872 6023 7174 325 9477 4'-6' (547 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 5656 6441 6'-6' (787 PRECAST 1444 12269.12972 is 3675 4378 50f 4489 7'-6' (907 PRECAST 1267 1767 1226 3194.380600 44 3390 9'-4' (1127 PRECAST 1028 1171 21006,259 771 3087 35 26&3 10'-6'(1267 PRECAST 920 917 1612 2281 2764 32 II'-4'(1367 PRECAST 858 829 1104 19 2141 29 12'-0-(1447 PRECAST 814 753 1269 17 2201 2616 3032 13'-4'(1607 PRECAST 678 633 1057 1185 1626 2169 2513 14'-0'(1687 PRECAST 522 586 974 1365 1679 1993 2309 17'-4'(2087 PRECAST 434 427 695 964 1182 1402 1623 19'-4'(2327 PRECAST 368 370 593 817 1002 1187 1372 Vl GRADC mxARIDDADDqN. SM @ WKNL SAFE UPLIFT LOADS FOR 12" PRECAST wf 2" RECESS DOOR U -LINTELS m.4mis SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1286-8 ono.4mm-2i lane..31lam-2 INS -21 mwwzi 527 PRECAST 1626 2655 3746 4806 5867 6928 7989 4'-6' (547 PRECAST 1556 2582 3602 4623 5643 6664 7664 5'-8' (667 PRECAST 1210 2042 2650 3658 4466 5273 6081 5'-10'(707 PRECAST 1173 1984 2769 3553 4338 5123 5908 G-8' (807 PRECAST 10200 1536 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 21 2776 3390 4003 4617 1167 PRECAST 703 p 771 1472 2181 26&3 3145 3628 G' ENS40 REIDaMOCD RE1Wl a> tIRJtlmaltlgRs TOR 447 1RODuwamvwlscn Edi IS Code Dn lluAQa Am pilm L InYbe Gale WFMMit 33M 111aaIIUale Baa NAto%$ 1:1.RE7,T AO.MW CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB IRE IWC CISW-14 MUM JEW IRNPO 013. PUC: 4/Of o6o n ampmuAri—maimil OMIEICIR UNR 3ORI M IAM I•D1ADE MIAMI-DADE COUNTY LaXAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)3)5.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.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 goveming'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrnro, P.E., on August 19, 2014, bearing the Miami -Dade County Prbduct Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H, f ]my A. Makar, P.E., M.S. L! NOA No. 16-0126.03CMIAMIADECOUNC_ Expiration Date: 05/21/201'1 Approval Date: 04/28/2016 o /Z $ Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11/08/96, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet l of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (3 6) concrete lintel specimens, per A STM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96,'45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS L Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -.stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing sb-and by The Crispin Company. 4 Mill Certified Inspection Report #2111-078240 dated 04/25/96for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A 66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/0S/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M] 9805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for its rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Produettontrol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2., EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables". sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report onJlexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. 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 Manualfor Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. Y- wzel l I(Wnj A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiratlon Date: OS/=2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 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 02120/2006, 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. A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory.4ffairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/03/2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. - QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Coultol Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 T CRET HIGH STRENGTH PRECAST AND l PRESTRESSED CONCRETE LINTELS PROOUMUNCWED a aomplTiry 11UA Id ilaiE. emlamEcoae ,. _ STIRE& Nrs LX 3;O BA TIRRUPSE "A" STIRRU- S" UNTEL n STIRRUP DETAILS eanln xu l.r. •.• a.s. ILL ..m umN mC •r .acr. uA.tw 1001tl TIM -0 Sm 4_ r n. U= orals I /iff, IIPM M[OMMMe rAlTlll'LATION Meeri rTIRS M%.N TTAIO• MNRMATTON a flovw TOR FROOM A"IMYA. a b I.MT[O TTY COTTOOMT um Alm c" mT R FMFROMIOLO OR OUTSTINEO n11NOUT TRC POOR YMIITIW CONSENT or CAST -GER USA, MC. 1. M]waxi m MTu: 7/SL OAR ASN ASlol K 16 & Rom TRE Tom MMPO or M MPra mw is ROSE OWL so ASN "Its 7/10 MM KWM O COYMIO $TAM MV UC14 WAMM L7o41 WNIq L XM M PEfAE6mm Loo Or me oalca.m ma too a4Mnc MOM ASN ALIO. - 110. or .100 a ti TOM TM z. CONCKR slu mm: r.. an rol TOR w 2171roUEm CAC[ 1mm amm L SAM" Pa6mmtP Max r.. 4000 PM TOE ALL TEOI ECM am. AGST O Ma IMut. i 0.: Wi OPWtt FWSgpn EPL TPLOantMIN NYA PO70St IMQ Or PRovmro LWML TOOOOSCMI CAO[ L SIROPINO PTI[fm Ud TO IMP Moot A110 MOI.IMO "MM.• 0 ENS • Jy,,',':( ry Flmid.T Il- • moi CRAIG GmCRsm v'R IQ. G ` SEFFNFR R 33M a,!NALEN.P` FL P.E. UC. NO. 44756 am CAST—CRETE 8" LINTEL FABRICATION DETAILS CRUS PA= PA. - t41'lS i:I eSlil L+tJ mmr mv a:um v.>Irnmrf io masa oVAU LC5MvULZIM"eg]!Fff> v mmr vmv loo• _ t::.r: iiwool!!"! gyz1m mar rauumarrrrr:rraaarl"93"FA omKare 0MTS:.nWIAMLIJIMM©aMA] nm+ram+marttria>t::i!:rnl r.- o rmrn L a L79 rdf:I7:L 0:1 VA TTS l.r. •.• a.s. ILL ..m umN mC •r .acr. uA.tw 1001tl TIM -0 Sm 4_ r n. U= orals I /iff, IIPM M[OMMMe rAlTlll'LATION Meeri rTIRS M%.N TTAIO• MNRMATTON a flovw TOR FROOM A"IMYA. a b I.MT[O TTY COTTOOMT um Alm c" mT R FMFROMIOLO OR OUTSTINEO n11NOUT TRC POOR YMIITIW CONSENT or CAST -GER USA, MC. 1. M]waxi m MTu: 7/SL OAR ASN ASlol K 16 & Rom TRE Tom MMPO or M MPra mw is ROSE OWL so ASN "Its 7/10 MM KWM O COYMIO $TAM MV UC14 WAMM L7o41 WNIq L XM M PEfAE6mm Loo Or me oalca.m ma too a4Mnc MOM ASN ALIO. - 110. or .100 a ti TOM TM z. CONCKR slu mm: r.. an rol TOR w 2171roUEm CAC[ 1mm amm L SAM" Pa6mmtP Max r.. 4000 PM TOE ALL TEOI ECM am. AGST O Ma IMut. i 0.: Wi OPWtt FWSgpn EPL TPLOantMIN NYA PO70St IMQ Or PRovmro LWML TOOOOSCMI CAO[ L SIROPINO PTI[fm Ud TO IMP Moot A110 MOI.IMO "MM.• 0 ENS • Jy,,',':( ry Flmid.T Il- • moi CRAIG GmCRsm v'R IQ. G ` SEFFNFR R 33M a,!NALEN.P` FL P.E. UC. NO. 44756 am CAST—CRETE 8" LINTEL FABRICATION DETAILS CRUS PA= PA. - FE LATERAL SAFE GRAVITY LOADS FOR " PRECAST & PRESTRESSED U -LINTELS v onreaRT a vaF Tia am tSt.u08t2R 9F6a 4f10111+,w SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE 3'-6' (427• PRECAST er6-w SF28-m8U8 1598 4'-0' (487 PRECAST 765 763 eFYb- le3'-6' 42 PRECAST 3062 2231 3062 1073 6163 6113 ao1 7317 Sods 6974 6392 10791 lobi 116694'-0' 487 PRECAST 1966 75q 2663 N4W5 Sem 6113 41100 7517 s9ct e/N 7074 16194 7707 11509 4'-6' (547 •PRECAST 1 y1469 9'-4' (1127 PRECAST 326 • 2031 3753 4576 5400 67274119 180 I1'-4-(1367 PRECAST 260 452 6113 7547 6272 10294 11109 5'-4- (647 PRECAST 1217 130 1663 1431 X90 199! 2560 7517 3113 7342 360 IlM 4149 101 5'-10'(707 PRECAST 1062 1103 x451 073 26V N.R. 2010 7162 250 40070 3009 7181 3470 at2e 6'-6' (787 PRECALSf y08 11311 2171 148 3931 3707 4W 5091 42 22'-0'(2647 PRESTRESSED 1231 2177 40 3301 6R6 101! ats 7'-6' (907 PRECAST T43 ml1 1011 1726 On I fat 2205 3962 tae Sal 3191 sw 3625 0477 9'-4' (112-) PRECAST 699 7760 H3625641275142034628163132 591750124S 164325133404705Mam 10'-6'(1267 PRECAST 475 535 W 14612093m7216325166436011501472106220552013278133434754 I1'-4'(1367 PRECAST 362 5M 562 945 145 17571648 1646 2423 2423 3127 3177 4006 Too6 1T -G'(1447 PRECAST j,S7 40 973 6n 12'-0'(1447 PRECAST 1684 1664 2115 2193 205 2603 3562540 355213-4'(1607 PRECAST 296 471 471 755 759 1075 1428 1420 lem 7838 ate 2318 2891 2861 14-0°(1667 PRECAST 279 424 442 T01 762 1002 1062 1326 1]26 1627 1697 2147 2127 2630 2610 14'-8'(1167 PRE5IPESSEO NR 450 62 M 09 1370 NR 1902 NP 2245 MR 2317 N 2712 15-4'(1847 PRESTRESSED INK Ne 412 a 710 NA 9250 879 1733 162 2056 9621 LAD SR 2613 17'-4'1(2087 PRFSTR SSEO NX NR 300 NsI 541 IQ 90 NR I= 1 la 1609 M 1649 0 2017 19'-4'(2327 PRESTRESSED N.R. NR NR NR NR NA NR IW 405 509 621 740 235 420 750 1031 1202 1515 Pill 21 -4• (256-) PRESTRESSED 1y R la tm MR NA Ns IR 941 1059 150 340 595 80 1114 13% 1462 22'-0'(2647 PRESTRESSED Nit Na Be IR NA Mt NR NA III 2647 PRESTRESSED 10 315 550 704 9627 120 1399 24'-0'(2887 PRESTRESSED NR NR I. 874 250 wt 450 MA ESS/ 0 m NR 1092 M 1262 U) THE NONIM IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 REED ADDED REM SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. OF SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 44sr4—tiSAFELOAD PLF TYPE 8U8LENGTH 8F8 RCMU 3'-6' (427• PRECAST 1025 1024 1598 4'-0' (487 PRECAST 765 763 1309 4'-6' ,(547 PRECAST 592 591 1073 5-4' (64) PRECAST 411 411 745 5'-10'(70') PRECAST 340 339 616 6'-6- (781 PRECAST 507 721 490 T-6- (007 PRECAST 424 534 363 9'-4' (1127 PRECAST 326 • 512 230 10'-6-(1267 PRECAST 264 401 180 I1'-4-(1367 PRECAST 260 452 154 12'-0'(1447 PRECAST 244 402 137 13'-4-(1607 PRECAST 217 324 110 14-0'(166) PRECAST 205 293 100 14'-8'(1767 PRESTRESSED H.R.2$4 2593 91 15'-4'(1341PRESTRESSW N.R. 259 83 17'-4'(2067 PRESTRESSED N.R. 194 64 19'-4'(2327PRESTRESSEO N.R. 148 52 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0'(2647 PRESTRESSED N.R. 116 40 24'-'(2807 PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 44sr4—ti SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 6rD-n atz-a &F16-17 er2 9T ern -r1 erxb I 8732-1T LENGTH US -21 IF12-A er16-21 111 17 VA -21 VU -21 el'32-tr 3'-6- (1 PRECAST 1569 1562 2655 2655 4 3624 4591 1391 537 SM 6132 6132 7001 7001 4'-0' (487 PRECAST 1367 730! 30a 3015 4370 5362 on 13b 2305 3060 3915 4576 5715 6079 4-6' (547 PRECAST 1197 20x0 2131 3375 4013 4711 379 1287 2013 VW 3375 4711 5379 5-4' (507 PRECAST toll ale 171 1715 ale a76 2618 sale 3790 SM 3961 3961 4522 4532 0'(70' PRECAST 909 1567 2593 3107 36m 4133 121 1307 2000 2597 3167 Jao 41u C-6' (7S) PRECAST 135 140 t 2329 rn 3251 3712 833 1407 10S 23N 2780 3251 3712 7'-6- (907 PRECAST 777 777 I fat 1624 1624 2623 mts 2426 2428 W 7927 3278 3218 9'-4- (112) PRECAST 591 706 H36 7474 lets 2157 2313 591 662 1316 1643 1959 6296 2619 10'-6'(126') PRECAST sw 75 916 1166 1461 1736 mil 530 60 1150 1472 1787 2055 2346 11'-4-(1367 PRECAST 474 506 SUM 1037 177 1513 1757 494 607 104 13n 1643 6215 2187 12'-0'(1447 PRECAST 470 456 n1 930 1153 1362 1565 470 550 940 1302 1 181 2015 13'-4'(1607 PRECAST 416 478. 366 460 137 750 769 1159 964 1116 1143 1 1323 1667 14'-0'(1667 PRECAST 3" 35S Seo 7x4 09 1051 Ism 410 as 717 1007 1562 1101 od 14'-6-(1767 PRESTRESSED 2.13 240 J95 6m 663 6n 90 675 130 916 1516 1131 1734 IS' -4'(1847 PRESTRESSED 624 230 313 368 462 S16 677 909 769 1 911 1450 tc64 1666 17-4'(2087 PRESTRESSED tel t92 263 300 405 509 621 740 678 1 731 Ix71 873 1473 19'-4'(2.327 PRESIRESSED 192 229 30 447 647 647 747 146 263 429 613 941 1059 1277 21'-4'(2567 PRESTRESSED 142 201 307 303 450 Sol655 142 Lit 373 537 n1 906 III 2647 PRESTRESSED 137 197 295 Jn 462 50 670 137 623 3% 13 yj 60 14661 999 24'-0' (2887 PRESIRES5E0 134 124 170 202 767 1 319 342 gj 433 116 601 ad 492 777 od 667 676 SEE GENERAL NOTE NO. 18 ON SHEET 3 OF 3. U) T acQMpwrSwiL%IWF1,ift 4C G37: 5<..... 4 THESE ARE PERCENT REDUUMNS FOR GRADE 40 GENERAL NOTE NO. 4 ON %W 3 OF 3. ENS- '•, PRODUCrRFvn250 m df uc.* 05r5.6to11m CRWPARRIN0 0rou611an0e• 6 0324CR. 33684 FLPELIC 0. 44758 1 ' 611• jj— 11 4 470111 f—CRETE 8" LINTEL FABRICATION DETAILS I I OWN 0 c" r3o7D, OIL - n lo. +6776 aIle 1101 a 5131 Cow ESO cm rmm rt - 101. 10. +036_ OYDe10 ea fN 3MQ 2 a 3 i R I— — SAFE GRAVITY LOADS FOR 8" PRECAST w12" RECESS DOOR U -LINTELS 4stsr4a41" SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE af6-60 IM 811141 Un648 66x72 61126.46 Ra3h-00 LENGTH 8RU6 6116-18 61110-1e 411014-18 Una -to W22-18 6x176 -le 8011301 4'-1' (527 PRECAST 1635 1749 33% 32x0 4319 421 6493 7567 595 786 1691 3699 5206 6N9 6000 9479 10693 4'-6' (54 PRECAST 1494 Isle 3063 2992 0 4946 5924 6904 4273 494317563699520660396060SM10693 S'-8' (68' PRECAST 866 679 1770 1718 1777 2639 3402 3966 5•_10•(701 PRECAST ass 1107 2481 1 4567 6769 a 7917 9311rj 5'-10'(70') PRECAST 810 659 1653 1600 2124 2649 3174 3209 9761526 1113 2342 4242 6679 6960 7402 6706 6'-8' (80') PRECAST 797 901 1625 3120 5046 7x47 9146 7310 1765 2166 901 IMS 3120 5016 7915 9479 I 7'-C (90•j PRECAST y 755 1490 2459 3776 5743 72M 6113 100 2180 755 1490 2459 3776 743 1701 1069 9'-0' (1167 PRECAST 411 466 999 1565 2251 3129 4091 3146 ns 999 Isle 7:53 3129 4150 Se9I SAFE LATERAL LOADS FOR A• RRFCA9T eA 9" RFGFSS IIMR 11.1 INTF9A VV"''"'''1 SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 R0 4'-4' (521 PRECAST 756 757 1164 4'-6' (541 PRECAST 694 693 1073 5'-8' (BET PRECAST 408 407 655 5'-10'(707 PRECAST 362 381 616 6'-8' (801 PRECAST 595 786 464 7'-6' (907 PRECAST 509 674 363 9'-8' (1161 PRECAST 370 490 1 214 J) THE NUMBERS IN PAREITIHESIR ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE 18 FIELD ADDED REM SEE GENERAL NOTE NO. 4 TYPE Wil -IT 5916-1 66na1 111x16-1 bran-ITbarn-1 GENERAL NOTES 1) 11) Will en wA 3-1/2' "0 =Will d VA 4r& b mmab eAbA .d rdNwd" ad "44 a' 9a.e.I bill • 40M psi r. aw.aN 611! - 9606 0 re oat - =0 0+ aea.a 13) m .d•b, swf.se a Meir leddd b Daft made em 4bd boneoe4yd .te® x996•• b aawarw. w ASIA a 9:6 10 a..rA• m.e.af ave Ats0 ot e .m. rt aN aempreain 704. TWO 9dRMfW, A501 /613 .b so IQ WW NNd idleemj dN tWt• (twdv w rpRQ 1121 ha0.d! (MttaObillde.td k d.dc! ler Ob 9=)T:2; . 9alos7e.lidfxG.I. 170 b rtddWmnpOnIP801` o S AMU •aid Yd kPfd M6alA Ise/ Sd..dbsf bill+ Sri boolmdll bedNsetabdWeb.sel d 07"1780 4 YO r.r3eel bmLq Taa6a ddb, me b. 13) fw m.pnu Ofd bob all Ons m me bhem ad bu MgN lbw wt:d le Uf 161 rw f d britt fel Oa.4 do We bd 11111 .al bi W WP Era 3) r=ide ad a.1er W awl Ari jada. 1» Sell bW 41. au)edmp¢d der" bid. q I 511611 b faedrreb lefcde. t. M•at rd.dm fw9nam980add" rEw, ads .wile o Ad 310 W Aa 3181pSolebed. Id r meed r FiO4` v/ LWd eaiA way er .bww bye. w:w y F=4.3 eaardw) wa ilei ase as - a6oi pi ebladdbd 066.6x1 Bale QOOItf) .bot few. dYeA bd•st. 63=lha4ps MW 6961 yf. & IT -1' .d bepv nab w .5806 U160 Wbetarwtqfd5. efoel 10/31 m pOmib 4 1`11" hum 6) 366. OW Will a fewa t 7) an FI m%r rr1 be vAAMa for bo 13 rdan Q 4war %W l:. nil mnyy .6t a wdaewd 9) Tee dt-dw aw cowu cenwitew 40. ba O. ed. bd Iowa y oI*j . q _ c 011517 Wics" aeoled des d d-a.y kmOa 10) 91 • 1161 6050 ' 10 alto 6d1 edfd a$• 1• be bau4 d as baba d t. Taut Mk. 1/2' CLR T SAFE UPLIFT LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U -LINTELS 4 4XV-04 6 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE Wil -IT 5916-1 66na1 111x16-1 bran-ITbarn-1 3o-lt LENGTH 61116-216MO.- 91111-21611176- W72-21 1111`211-21111 4'-4' (52 PRECAST go 1666 2362 5696 3731 4115 140 905 1665 7362 3666 3751 4445 5140 4'-6' (51') PRECAST two 22n 2930 3W7 42)5 1913 661 1604 7272 2319 3607 4273 4943 5'-8' (66' PRECAST 679 1 1797 me 2654 3162 3911 679 1769 1707 2326 2654 3367 3911 5•_10•(701 PRECAST ass 1207t. 17,11104 2259 C 27730 3266 td 2769 655 t2D 1746 1 2299 2773 37D6 I 7Mf PRECAST 570 9761526 IUM0 24 21179 3 320 570 1060 1530 1980 2429 211M 349 7'-s' (90') PRECAST M5 742 1364 1765 2166 2557 2968 Still 698 1364 1765 2166 2587 2968 9'-8' (116 PRECAST 335 468 664 1222 1540 100 2180 305 580 eon 1366 1701 2018 TSA 311. ... 1 SET: SAFE LAM Lao TASTES FOR LOAD 1MT6fG MI ADMOK REINFORCEDM (M) , C COURSE MODIICTRENswED is REM B Cbstvi1h 61oF7@ice , 0 df CI 6O _A•a9drn CUR 61mw I$ 9f8AR AT mm 154., sum flowamalACMlrNimim ffOlmE N 16114 N • • 4 ' ( vo I RO XI-itlim L) 4 - a"alfr6„i1lt.Aefbrtaeaadr,11 Code A•a9teree Hs f CITAIO PAMINO e 6116 D a 6 8124 CR $79 , SEFFNER FL =a • °°° n a:rT aa rr ar>cm; rrrwiert r r.Eta:rN eariT<.rrri[Ic r 6 if6rD1EV4T: , : CAST—CRETE 8" LINTEL FABRICATION DETAILS rrsm ri t arll.•tw; sr77cT:a , E..'iF'• a r t`iTt'? gra ,rely: f3:7.16i;T ren; Y z1f(7 rara.r;r.T71:m;re1 sr<s iaT ?' =^ - ,,., r.al.l:fin4:u:f_v;la n.•1w: i:rrrrd[6 J) THE NUNBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FlELD AD= RE66R SEE GENERAL NOTE NO. 4 TYPE DESIGNATION F MLM M c mA / V - untm 8F16-16/IT LSWAM011'i J am Of 15 isimi.eAT IVWo 1-1/1• CLEM 311. ... 1 SET: SAFE LAM Lao TASTES FOR LOAD 1MT6fG MI ADMOK REINFORCEDM (M) , C COURSE MODIICTRENswED is REM B Cbstvi1h 61oF7@ice , 0 df CI 6O _A•a9drn CUR 61mw I$ 9f8AR AT mm 154., sum flowamalACMlrNimim ffOlmE N 16114 N • • 4 ' ( vo I RO XI-itlim L) 4 - a"alfr6„i1lt.Aefbrtaeaadr,11 Code A•a9teree Hs f CITAIO PAMINO e 6116 D a 6 8124 CR $79 , SEFFNER FL =a • °°° n a:rT aa rr ar>cm; rrrwiert r r.Eta:rN eariT<.rrri[Ic r 6 if6rD1EV4T: , : CAST—CRETE 8" LINTEL FABRICATION DETAILS rrsm ri t arll.•tw; sr77cT:a , E..'iF'• a r t`iTt'? gra ,rely: f3:7.16i;T ren; Y z1f(7 rara.r;r.T71:m;re1 sr<s iaT ?' =^ - ,,., r.al.l:fin4:u:f_v;la n.•1w: i:rrrrd[6 THERMAITRU THERMA TRU DOORS 116 IMOYOT—L Oq., 6009"mm, ON 43$17 Classic -Craft" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1, This product anchoring dmwing has been developed In compliance with the 2010 Florida Balding Code (FBC) excluding the'High Velocity Hurricane Ione'. See the Certification Agency Certificate for saes, specifications and ratings. 2. Product anchors stall be as fisted and spaced as shown on details. Anchor embedment to base malerial shall be beyond w1o0 dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shay be installed following installation instructions of ANSU AF&PA NDS 2005. All other fastener types to be Installed following fastener manufactuel's installation Instructions. 4. Fastener embedment depths, edge distances and center -center distances staff be as specified by the fastener manufacturer but at no instance shall they be less than shown to this drawing. S. Where shuns are used, they must be a 11gid / stiff• material that compiles with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering onalysis. I TARIE OF COMMM SHEEPo DESk:RIPRON 1 Typical elevations. design pressures a general rates 2 Buck onchocM 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & veAical Cass sections 6 VerHM cross Sections I 1 2 3 f s 8 8 8 8 8 6 6 DOUBLE W/ SIOELCIES OXXO MAX DESIGN PRESSURE 47.0 -47.0 T- 1116.SV MAX OVRAIL 1RAMe WIDTH 1 r -t v- ci 4 fi"in, 5 H s 4 1 111 ' I 1 1 I 1 I I, F --A 1 2 3 f s 8 8 8 8 8 6 6 DOUBLE W/ SIOELCIES OXXO MAX DESIGN PRESSURE 47.0 -47.0 T- 37-V MAX. OVERALLvetA r -t v- ci 4 fi"in, 01 s I 1 1 I SINGLE X MAX DESIGN PRESSURE 77.0 -77.0 74.SV MAX. OVERALL WIDTH 1 2 3 i,A,!s DOUBLE XX MAX DESIGN PRESSURE 47.0 -47.0 MAX sVERSLWIDINs SINGLE W/ SIVELFTES OXO MAX DESIGN PRESSURE 47.0 -47.0 S3A0' MAX. OVERALL WIDTH 2 3 I s s SINGLE W/SIOELITE OX MAX DESIGN PRESSURE 47.0 -47.0 LOCK HARDWARE MW It Via RWIRSUMNAIURE SERIES LA1CN OVIO TSIGNAMMSERIES W OEANOLT V, W."L• N.T.S. 19 DqG. er: JK d uEc m LFS 1 o vrc w: a FL -15225.1-68 "- O Sla I or a MASONRY J OPENING 2X BUCK J 4' 4' 4 II g II II MULLION4 U minimum l'clearoncetomasonry edges, al-1/4'minimum I I SHOWN FOR embedment and a minimum 4' clearance to adjacent II MU TMP. II REFERENCE WNNFORJ I I HEAD REFERENCE II JAMBS I I SEE NOTE 1 Joints. It concrete screw locations noted as 'MAX ON CENTER' II must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to II II II ASTRAGAL II ASTRAGAL II SHOWN FOR II II SEE NOTE 1 REFERENCE II II U II 9 REFERENCE n MASONRY OPENING 2X BUCK OI Zmo 4' II II `MUWON 4 II SHOWN FOR TYP II REFERENCE HEADII JAMBS SEE NOTE 1 II II II II II II II SINGLE W/SIDELITE BUCK ANCHORING rJ4' 4 MASONRY , OPENING 2X BUCK— iso NOTES: 8- tiff%,: I. 1/4' 9co Concrete screws anchoring 2x buck require a minimum l'clearoncetomasonry edges, al-1/4'minimum embedment and a minimum 4' clearance to adjacent a different supplier may have different edge distance and 4 MASONRY comers, at muPion locations, and of astragal locations may be adjusted to mdhfain the n**num edge distance to mortar OPENING Joints. It concrete screw locations noted as 'MAX ON CENTER' TMP• HEAD must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to JAMBS ASTRAGAL Q 2. 2X buck min. S.G. 2 0.55. SEE NOTE 1 SHOWN FOR 2X BUCK 9 REFERENCE n U U U MASONRY OPENING 2X BUCK OI Zmo 4' II II `MUWON 4 II SHOWN FOR TYP II REFERENCE HEADII JAMBS SEE NOTE 1 II II II II II II II SINGLE W/SIDELITE BUCK ANCHORING rJ4' 4 MASONRY , OPENING 2X BUCK— iso 4' 4' II II I II II MUWON II 4 II SHOWN FOR II Y II REFERENCE II HEAD I I JAMBS II SEE NOTE 1 II ll II II I II MULLION II II SHOWN FOR I) II REFERENCE II II II II II II II MASONRY OPENING 2X BUCK 1 NOTES: 1' 43 I. 1/4' 9co Concrete screws anchoring 2x buck require a minimum l'clearoncetomasonry edges, al-1/4'minimum embedment and a minimum 4' clearance to adjacent concrete screws. Substitution of equal Concrete screws bom a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers, at muPion locations, and of astragal locations may be adjusted to mdhfain the n**num edge distance to mortar Joints. It concrete screw locations noted as 'MAX ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to rnv ensure the maximum on center dmrensfon is not exceeded Q 2. 2X buck min. S.G. 2 0.55. 4' 4' II II I II II MUWON II 4 II SHOWN FOR II Y II REFERENCE II HEAD I I JAMBS II SEE NOTE 1 II ll II II I II MULLION II II SHOWN FOR I) II REFERENCE II II II II II II II MASONRY OPENING 2X BUCK 1 r ` 1' 439 o t 01 Z00 4 F— 4' o N.T.S. 3 JK a or. LFS ; No No. 15225.1—tib c OF 6 G l b' 'E" N C. J. SHOWN FOR _ SHOWN REFERENCE 63 El1 I--J- MUWONSHOWN FOR C! a REFERENCEcr 411/ IX of2XBUCKINSTALLATION BUCK INSTALLATION O BUCK INSTALLATION r TYP. HEAD & JAMBS W n = SEE NOTE I SEE NOTE 1 C '0 'E' VIEW 'C'— CSINGLE DOOR W/SIDELITES C' V A' IN1PAIRS I TYP. N SHOWN FOR _ SHOWN REFERENCE T os a ITdil of BUCK INSTALLATION O HEAD & JAMBS Z8 W n = C< O inSEE DETAIL '4' o 1 SEE a 9 DETAIL a v, 1 6. OTOTE t T 1 VIEW E'— E' VIEW 'D'-- Q M W/ wrlaw. ooa "nv rAsl M aM Na Mr. Au SOMM m 000rt 4" ooroas=Ms) NOTES: I. 1/4"M concrete screws anchoring frame and/orsill require a minimum 2-1/2" clearance to masonry edges, a I-1/4' minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different suppiler moy have different edge distance and center distance requirements. Concrete screw locations at the comers, and of mullion locations, may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to morfarjoints, additional concrete screws may be required to ensure the mapmum on center dimension is not exceeded. 2. 3116" fTW concrete screws anchoring frame and/or sill require a minimum 2-W clearance to masonry edges, a V 1/4' minimum embedment and a minimum 2-1/4' clearance to adjacent concrete screws unless otherwise noted by concrete screw manufachxer. J. The side6te is direct set Into the jamb with (12) N8 x 2" pth. wood screws. There are (4) at each vertical jamb, from the top down at 13.5, 31' 48J"& 66' There are (2) at the header at 4" from the outside comers of the frame. There ore (2) of the s61, 4" from the outside comers. 4. For optional side6te construction with staples, sidelle is direct set Into the jamb with (4) 74,"X 1-314' 16 go. staples along each jamb (6" from ends and equally spaced thereafter). rtf6;-1 I --16't—,_ WON N SHOWN FOR _ SHOWN REFERENCE K BUCK INSTALLATION Z a ITdil of BUCK INSTALLATION O HEAD & JAMBS Z8NOTE1 1 in SEE DETAIL 2' b' A' SINGLE DOOR W/SIDELITE VIEW W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 . C SEE NOTE 1 1 DETAIL "I " B' A' W/iX BUCK, INSTALLATION TYP. HEAD JAMBS SEE NOTE 1 W Z a ITdil SEE NOTE 1 o 16 SEE Jc I = 5 — DETAIL 'I'. n + o B. A' o SISINGLEDOORVIEW '4'—'4' W/2X SUCKqD INSTALLATION W/1X BUCKINSTALLATION SEE NOTE 2 DETAIL '2" In, B77MMM 111111 MUM IN n o N C' 6' PAIRS 30 T. P. L ' I - - SEE NOTE 30 INSTALLATION W/2X BUCK SHEET 3 0 SEE DETAIL 3' NSTALLATION 0 W/1X BUCK J W a ASTRAGAL- 0 MULLION ' HEAD N = BSFHOWNFOR0SHOWNFOREENOTE 1 _ REFERENCE Q REFERENCE SHEET 3 = ONLY 0 - - 0 SEE NOTE 1 SEE tY 16 0 SHEET 3 DETAIL '4" e W 16 0 16 5 0 - 16 ov c O 12 5 12 EE NOTE 1 w 0 SHEET 3 - - - C. • VIEW C'- CDOUBLE DOOR W/SIDELRES VIEW E'- E' SWW M/ OMMML C01011OM FAST MM REN /do OW. All SDaRE M WOR AMS OOMIEL XW) A' DESCRIPTION tat o A 3'ION STEEL INSTALLATION 12 1 C STEEL SEE NOTE 1 SHEET 3 W/2X BUCK 310X1PFHWOODSCREWSTEEL 7SEEDETAIL7JW/2X BUCK A3' INSTALLATION 10 x 314- LG. PFH WOOD SCREW Hine to Frame T li v E SUCK 9 STEEL 3 g 8 S ASTRIXAGALjj SHOWN FOR HEAD & Z O 4 x 2-314" PFH ELCO CONCRETE SCREW o REFERENCEJAMBS Q SEE NOTES 1 - 0 SHEET 3 1x 1-3 4 ITW PFH CONCRETE SCREW STEEL g SEE NOTE 1 0 SEE NOTE 1- Q STEEL 11 2416- x J-144- ITW PFH CONCRETE SCREW STEEL 12 SHEET 3 SHEET 3 16 0 16 SEE DETAIL 1' c MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1 1 4 X 2-114" PFH ITW CONCRETE SCREW STEE 20 j" HEADER JAMB 4.656 X 1.25' THERMA-TRU SUGAR PINE 5 d 5 21 n WOOD a _ STEEL Zf0 Q A• GI al W/2X BUCK 2 DESCRIPTION INSTALLATION A Material W/ 1 X BUCK STEEL INSTALLATION 12 1 C STEEL SEE NOTE 1 SHEET 3 W/2X BUCK 3 Item DESCRIPTION A 10 x 2-1 2 PFH WOOD SCREW B 10 X 1-3 4 PFH WOOD SCREW C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 314- LG. PFH WOOD SCREW Hine to Frame STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-112" LG. PFH WOOD SCREW STEEL 4 4 x 2-314" PFH ELCO CONCRETE SCREW STEEL 5 1x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 194; x 3-3 4 ITW PFH CONCRETE SCREW STEEL 11 2416- x J-144- ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-114' ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-114" PFH ITW CONCRETE SCREW STEE 20 j" HEADER JAMB 4.656 X 1.25' THERMA-TRU SUGAR PINE SG >= 0.34 WOOD 21 4 THK. PRESSURE TREATED SIDELTTE PAD WOOD 30 1112- X 1 X 25 GA. CORRUGATED FASTENER STEEL INSTALLATION 1 W/1X BUCK 11 0 DETAIL '1" INSTALLATION SEE NOTE 2 SHEET 3 z DETAIL '3' B ATTACH ASTRAGAL THROW BOLT ; STRIKE SHOWN. FRAME a t4 z 1 C Z u ate 2/21/12 i N.T.S. 1 ow. er. JK m DETAIL "4' pK or. LFS 3 OPAYAW M0. a FL -15225.1-68 c aaEr 4 as Q 2-1/2"MIN. FROM 13 MASONRY EDGE 2 -1/2 -MIN. FROM MASONRY EDGE 2X BUCK nP') TYP-) or Z 4 m 1 X BUCK 0 3 ' EXTERIOR ZZ Q j Tp x W 11jj= 9 l i A EMB. z i EMB. TYP. 4 VERTICAL SIDE JAMB k,v INTERIOR EXTERIOR INTERIOR EXTERIOR 1 HEAD JAMB 2 HEAD JAMB 5 To Ix 5 Th$WtQshowng shown INTERIOR 1' MIN. FROM 1` MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) X13 •• '% .B - '. LL4It TII I 2X BUCK + A N INTERIOR EXTERIOR 1'3"'N HEAD JAMB 5 TO EXTERIOR Ql S MIN. CSINK 0.25 MAX. SHIM SPACE I.IS MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood Game Inswing shown W. JK m en LF S ; rc ro.: ° n 15225.1-68 c 6a 6 a 13 2X BUCK INTERIOR or Z 4 m A 0 3 ' EXTERIOR ZZ Q j Tp TS MAX. SHIM SPACE 1.1 S MW. f1 EMB. 1.25 MIN. EMB. TYP. 4 VERTICAL SIDE JAMB k,v To INTERIOR 1' MIN. FROM 1` MIN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) X13 •• '% .B - '. LL4It TII I 2X BUCK + A N INTERIOR EXTERIOR 1'3"'N HEAD JAMB 5 TO EXTERIOR Ql S MIN. CSINK 0.25 MAX. SHIM SPACE I.IS MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood Game Inswing shown W. JK m en LF S ; rc ro.: ° n 15225.1-68 c 6a 6 a WL.Em 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM f- MASONRY EDGE MASONRY EDGE.+ TYP.) (IYP.) 1 VERTICAL CROSS SECTION 6 W.'" co-rvwallon 2-1 /7' MIN. FROM 2-1 /7 MIN. FROM MASONRY EDGE MASONRY EDGE n'P•I (n'P•) 4 VERTICAL CROSS SECTION 6 Inswing configuration 2.1/2" MIN. FROM 2.1 /7' MIN. FROM MASONRY EDGE MASONRY EDGE IYP.) 2 VERTICAL CROSS SECTION 6 Outswing confl notbn 2-I/2 MIN. FROM 2.1/2" MIN. FROM f- MASONRY EDGE — . MASONRY EDGE 1YP.1 ITYP.) 3 VERTICAL CROSS SECTION 6 EXTERIOR INTERIOR O. O. 010 A 2-1/2"MIN.FROM2-I/2 MIN. FROM MASONRY EDGE — MASONRY EDGE IYP.) (tYP.) 5 VERTICAL CROSS SECTION 6 Qum -,.V conBgurotion 2-1/7'MIN.FROM2.1/7'MIN. FROM MASONRY EDGE —t MASONRY EDGE + IYP.) (iYP.1 VERTICAL CROSS SECTION 6 Ou" wulg,.t- rc a0 scue N.T.S. i orc. sr. JK m oac W. l.F'S ; o wwo Na: a FL -15225.1-68 a sir _L or g O J N$ as LI;c W a ofiYS 2-I/2 MIN. FROM 2.1/2" MIN. FROM f- MASONRY EDGE — . MASONRY EDGE 1YP.1 ITYP.) 3 VERTICAL CROSS SECTION 6 EXTERIOR INTERIOR O. O. 010 A 2-1/2"MIN.FROM2-I/2 MIN. FROM MASONRY EDGE — MASONRY EDGE IYP.) (tYP.) 5 VERTICAL CROSS SECTION 6 Qum -,.V conBgurotion 2-1/7'MIN.FROM2.1/7'MIN. FROM MASONRY EDGE —t MASONRY EDGE + IYP.) (iYP.1 VERTICAL CROSS SECTION 6 Ou" wulg,.t- rc a0 scue N.T.S. i orc. sr. JK m oac W. l.F'S ; o wwo Na: a FL -15225.1-68 a sir _L or g O CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: l (r76 J \, I WT rl? i'or-) Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Neti; Addition Alteration Repair Demo Change of Use Move Description of Work: 1\1 pi3O I l OMA _ SPr' I )) rV _ Plan Review Contact Person: Title: Phone: Fax; Email: Property Owner Information Name J I I 1 11 M( Phone: ;-] - 19H % - 3c7 0C) Street: L • 2 v _40Resident of property? : f1 City, State Zip: Contractor Information Name----I 1 Phone: I i)% - t%1 D - 3 7 (X— Street:8,1,ffCJD Fax: Ll 6 % - (i/ T7 City, State Zip: C a `7 State License No.: . (ODD, i(7% /A Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application 3 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owns/Agent's Name Signature of Notary -State of Florida Date Sorp-ature of Contractor/Agent Date Sco r Prin Contractor/Agent's Name 310 8 S' tura of No Date u4 u l i 'f Commission p GG 110622 Expires August 7, 2021 s. 0 ew4ldTin OW90Wotprsavlas Owner/Agent is Personally Known to Me or Contractor/Agent isPersonally Known to Me orProducedIDTypeofIDProducedIDypeofID 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 9701 Bachman Road Establ'ahed 1973 9507 State Road 52 123 Miller Road /`. Orlando, FL 32824 www•RJKielty.com Hudson. FL 34669 Valdoo, FL 33594 / 407-8552636 I State License 0 CF -0O2 2 727,E-5486 813.661.0707 .. KIELTY Page: 1 O PLUMBING • HEATING • COOLING Proposal Date: 712612017 proposal No: 717-13532 Location: Wyndham Preserve, Sanford Prepared For: Starlight Homes Florida, LLC Model: Hawking - 1769 1064 Greenwood Blvd. Suite 124 Lake Mary FL 32746$5,925.00 We Propose hereby to fumish material and labor - complete in accordance with specifications below for the Sum of: Payment to be made as follows: 400/9 Rough In 30% Top Out 30% Finish. NET 10 Days wrllten orders. and will become an extra charge over land above Our wtorkers are t IAllmaterialsguaranteedtobeasspecified. All work to be completed in a workman like manner according to standard pradices. Any alteration or deviation irom specifications below Involving extra costs wM be ed only upon contingent upon strikes, accidents s beyond our control. Owner t anryfwo— agreements mado. a narycoveredbywotefscompensationInsurTHLMAYBEWITHDRAWNIFNOTACCEPTEDIN30DA AUTHORIZED SIGNATURE: We hereby submit spoor ons and estimates tor. Master Bath 1 Shower Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TI -1182 Chrome Valve i Toilet Gerber Maxwell 21-9121.28 White Elongated 1 By Builder With Moen Chateau 64925 Chrome FaucetLav 2nd Soih Tub Stetting Accord 60x30 71140120 White With Watts And Moen Chateau TLt 83 Chrome Valve i Toilet Gerber Maxwell 21-912 1.25 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder i Faucet Moen Integra 67315 Chrome I Disposal ISE Badger V With Cord 1 Icemaker Una With Recessed Box 1 Dishwasher Hook Up utilities 1 Washer Box Yes 2 Hose Bibs Yes i Water Heater 50 Galion Electric NOTE: Backfilling Included For Sewer 8 Water Only (Slab gackfiUing By Others Backflow Pievenlem Included EXCLUSIONS VO Permit Fads included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 40' Water Allowance; Additional $3 Per toot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien laws -Florida Statutes to do thew 1 k as specified. . Acceptance of Proposal -Thr above prima, bove. I agree to pay reasonable altofly's fees court cossatisfactory and t s In the event oYou legal action. authorizedare onWy servaccalice charge of !2%will odded after outlineddays. Any sewer taps deeper than 4 1!2 feet or requires backhoe or dewatering will be an extra charge. ! n DATE OF ACCEPTANCE & PAGE SIGNED:_ Branch: Hudson Last Edi, By: 181 Edit Date: 7/27/2017