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2653 Flicker Cv 18-916; NEW SFH
COUNTY OF SEMINOLE I vIMPACTFEESTATEMENT STATEMENT NUMBER: 18100001 DATE: February 16, 2018BUILDINGAPPLICATION #: 18-10000130 BUILDING PERMIT NUMBER: 18-10000130 UNIT ADDRESS: FLICKER COVE 2653 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: 17-20-31-502-0000-1170 SUBDIVISION: SUF: PARCEL: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE LOT 117 SFR FEE BENEFIT RATE TYPE DIST SCHED UNIT RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00N/A Sin! 1SCUEFamily Housing 00 1.000 dwl unitFIRERE 00 LIBRARY CO -WIDE ORD 00 Single Family Housing SCHQOLS CO -WIDE 54.00 1.000 dwl unit 54.00ORD PARSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE \ O A CV CITY OF SANFORD46ft. FEB 16 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION A - Q Application No: I- -1 I fD Documented Construction Value: $ 30z!50 -'P Job Address: O c(a 53 'j c_k_eY- C.n4e_ 'Z—r„nk.,z1 Historic District: Yes No Parcel ID: 17-20-31-502-0000- It-[ 0 Wyndham Preserve Lot 1 7 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo El 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 Emaii: 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 must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 I -Permit Application 3 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the.public records of,this county., and.there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Pnnt Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name 310 4TO,&16" Mange[ Signature ofNotary-State ofFl a o T/PUBLIC Y4 •' STATE OF FLORIDA Comm# GG113111 Nr. e y'4 Expires6121/2021 Contractor/ Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical ®' Mechanical 2 Plumbing[D Gas Roof Construction Type: V 13 Occupancy Use: (L 3 Flood Zone: k- EF Total Sq Ft of Bldg: 2:79q Min. Occupancy Load: L4 of Stories: 2 New Construction: Electric - # of Amps /<0 Plumbing - # of Fixtures , Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Irfi UTILITIES: COMMENTS: ENGINEERING: " < C $ '1-W i6 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. yZ.(p 110 iMp. zoo KoLyllcko - S, Czl— Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 3.25-r$ RevisedJune 30, 2015. _ _ _ _ __ _ __ _ _ _ ____Permit Application tit:cz as FEB 1 6 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I U - 91 & Documented Construction Value: S A31, 1 g 1 Job Address: a co 53 'R ciLeY- 'v n Fz»-d Historic District: Yes No Parcel ID: 17-20-31-502-0000- II-( 0 Wyndham Preserve Lot 117 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 Mange[ Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fag: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 21 M46-8001 Street: .20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA Bonding Company Address: NA E-mail: sives@mtilhemkulp.com Mortgage Lender: NA 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 TBE 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the.public records of.this county., and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 5- S Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D Robert Willets Print Contractor/Agent's Name 3.to —tAamaa- Mangel Signature of Notary-StateofJ1a-.,q TAWPUBLIC oSTATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: z—IIWASTE WATER: FIRE: I_ J1KC] Revised: June30,2015.... _._ _ _—_._____ _.._ _ ._ _—_Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED BUILDING PERMIT Min Max 10 10 20 30 30 40 50 50 1000 60. 70 70 1000 1000 Permit # Inspection Description Foundation/Formboard S Slab Lintel Sheathing — Roof Sheathing — Walls Roof Dry In Frame Roof Final Insulation Final Insulation Final Single Family Residence - Address: ic Yux•s:..n .ya FJLEC+ RICfAt y-^s...-...r ci7` ,fv WL'ri'tC"';.r:.:F:f"`_j2.iY,: ,i.•:;,;r..L.[. .,,. L P'ERM I`T,;t t %' ',:;: :xy. - . , _. _i 1•. ::: ; Lw,,,,:.,.•:,'Yr. .:it':. rr_:''i r}.liE; ,.e:;e: ':a•:k:.i;'•u.Lsi'f : .tJr..wrc. ,?: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i i i Min Max Inspection Description 10 Plumbing Underground ' 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final u ar v er 7a• wn^.,.n.c r R-1iiMECHANICAL• PER1V_I I•T::7,i:3::_,,•ei±,a:.:x_?,:,,S:f:z:ti;_.:::.t?n_::;_;_:.,s,.v rr+:,si: cy.. •inv-.r T ..^s ;..;,,,.r.y rr:•. •.: r,.-, r. 5'_ r!n Y . "} ._ •r. lr. r.r nid•..r r F- rsl r iy''' `vS,. ... ; i. •J =.r.<< ,•••.., .tiq.e,' a x, Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I i i REVISED: June 2014 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: 2653 Flicker Cove Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1170 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA 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 0 The parcel is not in the: N 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# 18-916 Reviewed by: Michael Cash, CFM Date: Marchl, 2018 P Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y F°8 ;D Landscaping in Right -of -Way www.S2nfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or " • sidewalk construction over•100 square feet of concrete or other material on the subject parcel and Jr 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 wowwia below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbefompudig. 1. Project Location/Address: allo 53 t I Sa n v d - 5a7l [ 3 2. Proposed Activity: 0 Driveway n Walkway n Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is ub ed by: Property Signature: Print Name: CT\tcJ V J - Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.mangei@staAighthomes.com Date: I-10-1 is Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right -of --way adjacent thereto. Requestor may, with written City authorization, remove said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have a un erstand the above statement and by signing this application I agree to its terms. Signature: Date: )—IV wit This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 3 -1 -Zp1 Date: Novemoer zuit) ROW Use Dmreway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: I Project Name: Wyndham Preserve - Lot Project Address: a 5 3 Fj ick_e,. C4 r6anford 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: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. G V,aoJ.A_- - Print N f Owner/Tenant Signature o lOwner/Tenant Robert Willets Print ame of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # dt EasEe rbrook Print Name of El. Contractor i El. Contractor 62 MW of D El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/10115) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I —tS —1 1 I hereby name and appoint: 'Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Gd' The specific permit and application for work located at: 53 I cer five. Z+a c1 F—l. 32'I 13 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrumgnt was acknowledged before me this 200, by Kobert Willets to me or who has produced identification and who did (did not) take an oath. e Mangel RY PUBLICTN70EOFFLORIDA Commit GG113111 NCE 19Expires 6/21 /2021 Rev. 08.12) day of r who is ersonally known I' Mom - n " V aFW_ Print or tWe name Notary Public - State of _ Commission No. My Commission Expires: THIS INSTRUMENT PREPARED BY: A'n l IA CC ! Name: Starlight Homes Florida, LLC Address: _1.064 Green Blvd Suite 124 lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT 11ALOY, SEMINOLE COUNTY CLERIC OF CIRCUIT COURT & COMPTROLLER BK 9071) Ps 542 (1Pss ) CLERK'S T 2018013842 RECORDED 02/06/2018 11:26:40 All RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. 17-20-31-502-0000-11`I O The undersigned hereby gives notice that Improvement vdll be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pas 93-102 Lot 1 l—T Address: ate5.3 T-AC k..eY CnVe-1 5AvvA- cA PL— a)20-13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: Name: Stariight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from data of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS.UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Unde enaltles of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to th b nowledg and belief. rs Signature Owners Printed Name Flodda Statute 7W 3(t)(9): ' The owner must sign the notice of commencement end no one else may be perrrJued to sign In We or her stead State of County of The Foregoinq Instrument w ckncLvA dged before me this day L4 2 O by l ' ll Who Is personalty known to move-" e v Name of person making statement OR who has produced Identification type of Identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 NOE a Expires6/21/2021 FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 117 - 2260 SL Builder Name: Starlight Homes Street: 2653 Flicker Cv State, Zip: Sanford FL 32773 Permit Office: Ser oJ C intyQqCity, Permit Number. Vf11 71Owner: nSANFORDrnao Location: FL. Sanford Jurisdiction: liDesignCounty:: eminoTe (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft0 2260 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Rel: Floor 2. AH: Floor 2 6 452 a. U-Factor: Dbl, U=0.34 150.00 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 36.0 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 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstat Total Proposed Modified Loads: 64.76 Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by - Review of the plans and S7"42, this calculation are in compliance with the Florida Energy specifications covered by this OFTHE V ` = a per. Code. calculation indicates compliance with the Florida Energy Code. u,r„' •,' - ":"sr;;:. =u,,: aPREPAREDBY: 1'/ "` Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code. COD WE. OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: tic+ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-22017 PROJECT Title: Lot 117 - 2260 SL Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2260 Lot # 117 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2653 Flicker Cv Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft2 0 0 1 2 Raised Floor Floor 2 ____ ---- 47 ft2 0 0 0 1 3 Floor over Garage Floor 2 ____ ---- 275 ft2 19 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft2 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 1324 ft= N N 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft- 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 W WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 2 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411ft' 411ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 9:09 AM EnergyGaugem USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block, Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft= DUCTS Supply — Location R-Value Area Return — Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 452 ft= Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling jjjj ]]Jan jj jj Feb jj jj Mar Heating (X) Jan (X] Feb [X] Mar Ventin [ ] Jan [ j Feb [X] Mar XJ Ceiling Fans: j A r [ j Ma [X] Jun X] Jul X]) Au Apr [ ]May [ ] Jun 4) JuI 4 1 AugAr [) Ma ()Jun [ J Jul [ ] Au SepJXJ Se Se j ]Oct Xj Nov Oct [jNov Oct [XJ Nov r[ ]]Dec X] Dec J Dec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 AM 78 PM 78 AM 66 PM 68 AM 66 PM 68 78 80 78 78 66 68 66 68 78 78 78 78 66 68 66 68 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 78 68 68 68 68 80 78 78 78 68 68 68 68 80 80 78 78 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pump 1 - Central Unit 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 e FORM R405 2017 ENERGY PERFORMANCE LEVEL (EPL) . DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 2653 Flicker Cv, 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 (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1212.5002 b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1324.00 ft' 2260 b. N/A R= ft' Area c. N/A R= ft' 150.00 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 41.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 36.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. other (see details) R= ft' 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.258 Area 14. Hot water systems 1002.00 ft' a. Electric 275.00 ft' 47.00 ft' b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. IBuilderSignature: Date: 1 I Address of New Home: City/FL Zip: -F kBtu/hr Efficiency 36.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat 04,HE sTgT o+ cam` l COO WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 117 - 2260 SL Builder Name: Starlight Homes Street: 2653 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an droppedy ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking,or floor framing cavityg insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light Fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids bepaen re pognkler cover plates and walls or ceelffinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR' BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 117 - 2260 SL Builder Name: Starlight Homes Street: 2653 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa Cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 04 THE STgTF O O C9 I,ri!I EA 0 1/19/2018 9:09 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R4054017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 117 - 2260 SL Builder Name: Starlight Homes Street: 2653 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction - Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 1 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct Total Conditioned Floor Area) System Leaka e Qn,out)' Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 0@ THE SrgT u i x:r• `' sir_ ? r,I, COD WIE 1/19/2018 9:09 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wr'ightsoft° Project Summary Job: Starlight -Wyndham 1 ri Date: 6/16/2017 Entire House Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, CL Orlando. FL 32810 Phone: 407-886-3729 Email: GRennerQenergyairoom Web. wmv.energyair.00m Project• • For. Lot 117 - 2260 SL, Starlight Homes 2653 Flicker Cv, Sanford, FL 32773 Notes: Design Information Weather. Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 grAb Heating Summary Structure 17353 Btuh Ducts 3222 Btuh Central vent (47 dm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipmentload 21894 Btuh Method Construction quality Fireplaces Area (fry Volume (ft3) Ai r changes/hour Equiv. AVF (dim) Infiltration Simplified Average 0 Heating Codingg 2310 2310 20003 20003 0.41 0.21 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Sensible Cooling Equipment Load Sizing Structure 15751 Btuh Duds 5921 Btuh Central vent (47 cfm) 900 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swin multiplierEquipment load 1.00 22572 Btuhsensible Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 1244 Btuh Central vent (47 dm) 1382 Btuh Outside air Equipment latent load 5699 Btuh Equipment Total Load (Sen+Lat) 28271 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual airflow 1105 cfm Actual airflow 1105 dim Airflowfador 0.054 dmBtuh Airflowfactor 0.051 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =16034 Btuh, 100 AFUE Bak rrtalic values have been manua0yoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Suite®llni%ersal20l7 l7.028 RSU17013 2018-Jarr 19 09:0628 Page 1 ACC -Pt ...SpeafidWyndham PresemNLot 117 - 2260 SL rup Calc = MJS Front Door faces N Manual S Compliance Report Job: Starlight -Wyndham wrightsoft' Date: 6/1612017 Entire House EnergyAir, Inc Plan: 2260 S Magellan. 5401 Energy Air, CI, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaiccom Web: vmwenergyairoom For. Lot 117 - 2260 SL, Starlight Homes 2653 Flicker Cv, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 22572 Btuh Entering coil DB: 78.3°F Outdoor design WB: 75.9°F Latentgain: 5699 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 28271 Btuh Indoor RH: 50% Estimated airflow. 1105 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow. 1105 cfm Sensible capacity: 23961 Btuh 106% of load Latent capacity: 6713 Btuh 118% of load Total capacity: 30674 Btuh 109% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21894 Btuh Entering coil DB: 68.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB03600008+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 1105 cfm Output capacity: 4. 7 kW 73% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. 201 &Jan-19 09:06:28 wrightsoft• Right-Suite® Uni%ersal20l7 17.028 RSU17013 Page 1 Ar' Cli .. SpecifidWrmdham Preserve\Lot 117 - 2260 SL rup Calc = MJ8 Front Door faces, N 4 Duct System Summary Job: Starlight -Wyndham wrightsol `9 Date: 6/16/2017 Entire House EV. EnergyAir, Inc Plan: 2260 S Magellan 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email. GRenner@energyairoom Wab ww v.energyaiccom Project• • For. Lot 117 - 2260 SL, Starlight Homes 2653 Flicker Cv, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 dm 206 Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 dm Name Design Btuh) Htg dim) Clg dim) Design FIR Diam n) H x W n) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath 2 c 135 6 7 0.162 4.0 Ox 0 VIFx 27.8 145.0 sti Bed 4 c 1528 75 78 0.185 6.0 Ox 0 VI Fx 21.5 130.0 st2 Bed2-A h 1865 100 86 0.162 7.0 Ox 0 VIFx 32.6 140.0 sti Foyer -A h 3062 164 88 0.175 8.0 Ox 0 VIFx 19.6 140.0 sti Laun c 846 4 43 0.268 4.0 Ox0 VIFx 9.3 95.0 Lon c 2720 125 139 0.284 7.0 Ox 0 VIFx 3.5 95.0 bat C 213 5 11 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 bra C 1528 74 78 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 ldt-tam h 3684 198 197 0.136 9.0 Ox 0 VIFx 41.0 165.0 st3 Idt-farm-A h 3684 198 197 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 m ba c 441 20 22 0.241 4.0 Ox 0 VIFx 16.0 100.0 mbr c 2136 94 109 0.245 6.0 Ox0 VIFx 14.4 100.0 WIC c 508 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 vAc3 c 83 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 Woa c 403 18 21 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FIR fpm) in) in) Material Trunk sti PeakAVF 666 574 0.136 623 14.0 0 x 0 VinlFlx st2 PeakAVF 196 217 0.172 492 9.0 0 x 0 VinlFlx st3 PeakAVF 396 394 0.136 504 12.0 0 x 0 VinlFlx st1 Bolarnalic values have been manua0yovenidden wrightsoft• Right-Suite®Uni%ersal20l7l7.028RSU17013 SpecifidWyndham Presem\Lot l l7 - 2260 SL rup Calc= MJB Front Door faces: N 2018-Jan-19 09:0628 Page 1 Name Grille Size (in) Htg dm) Clg dm) TEL R Design FR Veloc fpm) Diam in) H x W in) Stud/Joist - Opening (in) Duct Matl Trunk rb3 Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx 2016-Jarr 19 09U628 wrightsoft' Right-Suite®Universal 2017 17.028 RSU17013 Page 2 AC0, ._SpedfidAyndham PreservelLot 117 - 2260 SL rup Calc = MJ8 Front Door faces. N Level 1 - 4' V7W Job #: Starlight -Wyndham Energy Air, IncPerformedfor: Lot 117 - 2260 SL 5401 EnergyAir, Ct 2653 Flicker Cv Orlando, FL 32810 Sanford, FL 32773 Phone- 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1/8"= 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU17013 2018Jan-19 09.06:36 m Preserreu of 117 - 2260 SLrup level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br 10x6 109 cfm Loft Bx4 18x8 22cfm 8x4 12x6 43 24 x 18 139 c1rn 1 1105cfm 1 \ Sup Riser CIS2 q" 7" 14" 5 T m ba Laun q„ I' VTR O TR 8x4 In 9 26 cfm hall WIC 6" 4" 10x6 78cfrn 14x6 8x4 4 cfm WIC: bra vAo4 8x4 21 cfm bat 1'VTR I x4 6„ 10x6 78 cfrn 14x6 Bed 4 EaVTR 47 CFM Job#: Starlight -Wyndham Energy Air, Inc Scale: 1/8" =1'0" Performed for: page 2 Lot 117 - 2260 SL 5401 EnergyAir, Ct R1ght-Su1te® Unversal 2017 2653 Flicker Cv Orlando, FL 32810 17.028 RSU17013 Sanford, FL 32773 Phone: 407$8Er3729 2018-Jan-1909:0636 m Preseneu..ot 117 - 2260 SLlup www.energyair.com GRenner@energyaircom oc a-6G 114601eC y V"NDHAM PRESERVE LOT 117o N PLOT PLAN in 0 11 m`o o N 4) W v n PCP PCP 0 — ih N89'43'10"E 290.76' 0 " o m J 1* r^ n N CENTER FLICKER COVE bS 0 w bn Co N LINE 50' RIGHT-OF-WAY Z, PRIVATE ROAD) 2' CONC CURB om PROPOSED PROPOSED 5 a] 0 o APRON o CONC SIDEWALK N89043' 10 "E 1 40.00' DIAIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 117 PB 81, PG 93) Building Setbacks Setbacks: Per construction plans for W4DHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear. = 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 4,800 SQ.FT. LIVING AREA= 1,002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY = 43 sQ.Fr. DRIVEWAY = 403 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 75 SQ.FT. A/C PAD - 9 SQ.FT. IMPERVIOUS= 42 3o % SOD = 2,777 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 5,800 SQ.FT. DRIVEWAY = 516 SQ.FT. SIDEWALK = 275 SQ.FT. SOD = 2,903 SQ.FT. qw mr —rvvinrcLB—Licesedcnc sLEGEND:ADUSSD—Aceess/Drainage/Utilities/Sidewalk BFP— Backflow Preverster Si ht Distance Easement S — Survey - PRM—Permanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L —Florida Power & Light P — Plot FFE -Finish Floor Elevation D. .— Deed Book Water Meter O. R.—Official Records Book D4—Water Valve P. B.—Plat Book Yf--Fire Hydrant Pg. — Page RC® —Reclaimed Water Meter Elev. — Elevation RCD4—Reclaimed Water Valve Cone. — Concrete Cable Box BP — Brick Paver m—Telephone Box SW — Sidewalk Electric Box FFE— Finished Floor Elevation 0—Utility Pole Cl — Curb Inlet Guy Pole GTI— Grote Top Inlet Light Pole P. U.E.—Public Utility Easement E--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride Storm Sewer Manhole NCS— No Comer Set (Falls in Water) G—Sanitary Sewer Manhole SF — Square Feet EHHo —Electric Handhole D. U.E.—Drcinoge/Utility Easement COO —Clean Out FMGD— MAG NAIL do DISK CVD4—Irrigation Control Valve P. K.—Parker Kalon Nail p—Sign SIR — Set 1/2" Iron Rod LB7768 wD4—Gate Water Valve SPKD — Set P.K. do Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 Existing Grade FlP — Found 1 /2" Iron Pipe LB7768 a —Blow—off Valve FPKD— Found F.K. Nail & Disk L87768 FCM— Found 4"x4" Concrete Drainage Flow Direction 10. 0—Proposed Desiqn Grade Description I Date I Dwn.ICk'd I P.C.IOrder No. A F a? PROPOSED N 1 DRIVEWAY t 16.0, 6. 0' 20. 7 M W i V) PORCH ao 6. 0', o: z a. o 7. 3 c PROPOSED Q 1 STORY RESIDENCE 2440 WAXWING r, t WAY ,n LOT 116 t C) 2260 MAGELLAN ELEVATION - S GARAGE - LEFT h FFE= 30.2 V 6.01 28.0 OP16. 0 oPAT10 0d PAD C4 10. 0 LOT 117 AREA = 4800 S.F. S89' 43'10 "w REMAINDER OF LOT 13 PALMER' S SUBDIVISION PLAT BOOK 2, PAGE 41 BUILDING LAYOUT NOTE: 10' UTILITY EASEMENT ( P; 10 Q N Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades dt finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) pe000000000p p LM , ONLY 6 rnoi5Etib is ONLY) 6: SAP, es D:: L1 r' RIDA PROFESSIonkbe t=`MAPPER NO. LS6915 NOT VAUD WITHOUT'THE SIGNATURE AND THE ORIGINAL 8P 1e-cff(" ZONINGD % TE_t3JL(Q Ok to construct single family home with setbacks and impervious area shown on plan. 42. LP *to ;me. 2w) YA4ob myi - S , GL PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zone " X" DESCRIPTION: LOT 117, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: MTP I Checked, JDL P.C.: Data File:BrissonEast-Plat Date:01/ 23/18 Dwg:8ftwnEast-1at117 Order No.: ^ SEC. 17 — TWN. 20 S. — RNG. 31 E. Field Bk: RECORD COPY Mu PALLMIERIW i ELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 I. HVAC LOADS (NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA II. GENERAL LOADS (NEC 2014 - 220.82(B)(1) - M) LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA l 5 DRYER CIRCUIT 00LDI G 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) SANFORD 4.50 KVA 4.5 WATER HEATER (2) c pgR 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(]) 0.80 KVA 0.8 DRANGE/OV 9 1 4 a77.2 N (1) # 1 8- 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.91 KVA SUB -TOTAL (GENERAL LOADS) INEC 2014 - 220.82(B)) 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)) 32.20 KVA MINIMUM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 0 1 1 Typical 150 Amp Interior Panel 150 Amp; Main 120V / 240V J.DING SANFORD A, 9 4 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode 11, Illlllllll, llllllllll1 . 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: W P0117 - W P0117 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Project Name: WP0117 Model: 2260 Tampa, FL 33610-4115 Lot/Block: 117 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: FBC2014lTP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date I No. I Seal# I Truss Name I Date 1 T12949805 1 Al 1/12/18 118 1 T12949822_ 1 EN2 1/12/18 12 1 T12949806 1 A2 1 1/12/18 119 1 T12949823 1 HJ7 1 1/12/18 1 13 IT12949807 I A3 1 1/12/18 120 IT12949824 I V3 1 1/12/18 1 14 1 T12949808 1 A4 1 1/12/18 121 1 T12949825 1 V5 1/12/18 1 15 1 T12949809 1 A5 1 1/12/18 16 1 T12949810 A6 1/12/18 17 1 T12949811 A7G 1/12/18 18 1T12949812 161GE 1/12/18 19 1 T12949813 1 B2 1/12/18 110 1 T12949814 1 B3 1/12/18 11 I T12949815 1 E14 1/12/18 112 1 T12949816 1 CJ 1 1/12/18 113 1 T12949817 1 CJ3 1/ 12/18 114 1 T12949818 1 CJ5 1 1/12/18 115 I T12949819 J EJ7 1 1/ 12/18 116 I T12949820 J EJ7G 1 1/ 12/18 117 1T12949821 1 EN1GE 1 1/12/ 18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 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. 013%Mlvc SANFORD 1 a_914 >: I111 II111. Q N EN • F'ii 0 68182 STATE OF :/ O R t. • C? % J uln V z PE No.68182 M USA, nc. FL Cert 6634 690p Parlor 09 Blvd. Tampa FL 33610 Velez, Joaquin January 12,2018 loft. Job Truss Truss Type City Ply W P0117 T12949805IWP0117A1GHipGirder11 Job Reference (optional) Builders FirGiSource, T9_mpa, Plant City, Florida 33566 _ 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:46 2018 Page 1 I D.75SJeCQ8yQ W 2ilGVr5nBLly96Pw-ruw29zRm Iwcg7as81c PhVANoM91pOaf KbatU_Ozw5HJ 3-9-14 7-0-0 11-8-9 16.3.7 21-0-0 24-2-2 28-0-0 29.0-0, 1-0-0 39 14 3-2-2 4-8-9 4-6-13 4-8-9 3 2.2 3-9.14 01 0 5.00 52 5XIB = 2x4 11 3x8 = 4x6 = 4 18 19 5 20 21 6 22 23 7 Scale = 1 48 9 5x8 = 1f 16 24 25 1S 26 14 27 13 28 29 12 11 5x8 = 2x4 II 3x4 = 5x8 = 4xl0 MT20HS = 2x4 II 3x8 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.34 13-15 >983 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.79 13-15 >422 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.22 9 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4). 9=-688(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 4669/1511, 3-4=-4546/1537, 4-5=-5409/1845, 5.6=-5409/1845, 6-7=-4245/1452, 7-8_ 4547/1536, 8-9=-4668/1511 BOT CHORD 2-17=-1362/4227, 16-17=-1362/4227, 15-16=-1344/4207, 13-15=-1756/5409, 12-13=-1756/5409, 11-12=-1344/4226, 9-11=-1344/4226 WEBS 4-16=-80/583, 4-15=-482/1464, 5-15=-526/322, 6-13=0/383, 6-12=-1432/474, 7-12=-310/1282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 206 lb up at 7-0-0, 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, Ill lb down and 110 lb up at 13-0-12, 111 lb down and 110 lb up at 14-11-4, 111 lb down and 110 lb up at 16-11-4, and 111 lb down and 110 lb up at 18-11-4, and 211 lb down and 206 lb up at 21-0-0 on top chord, and 339 lb down and 112 lb up at 7-0-0, 85 lb down at 9-0-12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11-4, and 339lb down and 112 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 0 WARNING- Ver1fy deafgn pararraten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mg-7/73 rev. IM3W I S BEFORE USE Design valkd for use only with Mllek® connectors. lhls design 5 based orgy upon parameters shown, and Is for an Individual building componenl, not a truss system. Before use. the building designer must verify the applicatAlty, of design parameters and poperly t ncorporate this design Into the overall bulcft design. Bracing truncated Is to revent bmIding of IndWidual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' Is always requtred lot stability and to pevent collapse with possible personal InJuy and poperty damage. For general guidance regal ding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, seeANSI/IPI I Quality Criteria, DS8-E9 and BCSI 6ullding Component 6904 Parke East Blvd. Tampa. FL 33610SafetyInformationavailablefromhissPlateInstitute. 218 N. Lee Street, Sidle 312. Nexandrla. VA 22314. Job Truss Truss Type Oty Ply 0117T12949805 nal) WP0117 A1G Hip Girder 1 1 Builders-FnstSource, Ta)npa, - _Plant City, Florida 33566 -6.13u s bep lb zU1 / Ml l eK inausines, inc. t-n dan 1Z 1z:br:46 zuiu rage z I D:75SJeCQByQ W 2ilGVi 5nBLly96Pw-r uw29zRmlwcg7asBlcPhVANoM91 pOal KbatU_Ozw5HJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 4=-1 64(F) 7=-164(F) 16=-339(F)12= 339(F) 18=-111(F) 19=-111(F)20=-111(F)21— 111(F) 22=-111(F)23=-111(F)24=-61(F)25= 61(F)26=-61(F) 27— 61(F) 28=-61(F) 29=-61(F) Q WARNING -Verify design paemetem end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MTF7473 rev. ION MIS BEFORE USE Design valid for use only with Mflek® connectors. This design is based only upon paameters shown, and Is for an Indh4dual balding component. not a truss system. Before use. the building designer must verify the applicability, of design paianeten and properly incorporate this design into the overall building design Bracing IndlIcated Is to prevent bucldhg of Individual hum web and/of chord members only. Additional temporary and permanent traclrlg M iTek' is always fegttred for stability and to prevent collapse with possible personal k*xy and property damage foi general guldance regarding the fabdratkrn, storage, delivery, erection and bracing of tntsses and tniss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd Safety informatton available from truss Plate institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type Qty Ply WP0117 T12949806 W PO 117 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tafnpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12-12:57:47 2018 Page 1 ID:75SJeCQByQW2ilGVi5nBLly96Pw-J4UQMJRP3DkXIIRKsJxw2Nv5fY6slAW UpEc2XSzw5Hl 1-0-0 5-8-11 9.0.0 14.0-0 19-0-0 22-3-5 28-0-0 29-0-0, i•0.0' 5-8-11 3-35 5-0.0 5-0-0 3.3-5 5-8.11 TO-0 4x6 = 3x4 = 5 4x6 = Scale = 1:48.9 6 3x6 = 14 3x6 = 3x8 = 4x6 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014fTP12007 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8). 8=-278(LC 9) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.45 Vert(LL)-0.1710-12 >999 240 MT20 244/190 BC 0.93 Vert(TL)-0.4810-12 >699 180 WB 0.25 Horz(TL) 0.10 8 rVa n/a Matrix-SH Weight: 129 lb FT = 20°6 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1265, 3-4=-1846/1103, 4-5=-1681/1057, 5-6=-1681/1057, 6-7=-1846/1103, 7-8=-2104/1265 BOT CHORD 2-12=-1052/1894, 10-12=-979/1877, 8-10=-1061/1894 WEBS 3-12=-282/313, 4-12=-254/508, 5-12=-342/220, 5.10=-342/220, 6-10=-254/508, 7-10=-282/313 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=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(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 psf bottom chord live load nonconcurreni 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 278 lb uplift at joint 2 and 278 lb uplift at joint B. Q WARNING - Vorf/y dosign paramoersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev. laWMIS BEFORE USE DesIgn vald for use only with MIIek9 connectors. this design is based only upon parameters shown. and Is for an individual building component. not a truss system. Before use, the building designer roust verity the applicability of design parameters and property Incorpomle this design Into the overall building design. Waling indicated Is to prevent buckBng of Individual truss web aril/or chord members only. Additional temporary and permanent bracing M iTek' Is akvays required for stability and to prevent collaim with possible personal Inpay and property damage. For general guidance regarding the fabrIcatlom storage, delfvery, erection and bracing of trutnes and tnrss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 218 N. Lee Street. Stile 312, Alexandria. VA 22314 Tempe. FL 33610 Job Truss Truss Type City Ply WP0117 T12949807 W Po 117 A3 Hip 2 1 Job Reference (optional) Builders Fir$tSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:48 2018 Page 1 ID:75SJeCQ8yQW2itGVr5nBL1y96Pw-nG2oafSigXsONlOX01 S9abSGhyYOUaCd2uMb3vzw5HH 1.0.0, 5.2-3 11-0.0 17.0.0 22.9.13 28.0-0 29-0-Q 1-OO 5-2-3 5-9-13 6-00 5-9-135-2-31-IYO 5x8 = 4x6 = Scale = 1:48 9 la 0 3x6 = 13 le t o to 36 = 2x4 11 3x4 = 3x4 = 3x8 = 20 II 5-2.3 11-0-0 17-0-0 22-9-13 28-0.0 52-3 59-13 6-0.0 59-13 52-3 Plate Offsets (X,Y)-- f2:0-3-0,Edgel (4:0-5-12,0-2-81, (7:0-3-0,Edgel LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.11 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.28 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7_ 273(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2213/1314, 3-4=-1669/1033, 4-5=-1492/1016, 5-6=-1670/1033, 6-7=-2213/1314 BOT CHORD 2-13=-1105/1986, 12-13=-1105/1986, 10.12=-718/1492, 9-10=-1118/1985, 7-9=-1118/1985 WEBS 3-12=-542/429,4.12=-115/372, 5-10=-114/372,6.10=-541/429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Exterior(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 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 273 lb uplift at Joint 2 and 273 lb uplift at Joint 7. 0 WARNING - Vvdfy design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MO.7473 mv. 101MM15 BEFORE USE Design valid for use orgy Win Mnek® connectors. This design Is based only upon parameters shown. and Is for an Individual b uldkng component. not a truss system. Before use. the building designer must verity the al)NIcabrllty of design paramelers and properly Incogxxate this design Into the overall building design. Bracing Indicated Is to buckling or individual truss web and/or chord members orgy. Additional temporary and permanent btaGng MiTekprevent Is always required for stability and to prevent collapse with possible personal Injury and ptoperly damage. For general g ldonce regarding the 6904 Parke East Blvd. labxicatlon, storage, delivery. erection and bracing of tames and puss systems. seeANSIAPI I Cuallty Criteria. DSB-89 and SCSI Buliding Component Tanya. FL 33610SafetyInformationavailablefromInnsRateknsilhle. 218 N. Lee Street. S ille 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply W P0117 T12949808 W P0117 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1 ID:75SJeCQ8yQW2ilGVr5nBLly96Pw-FTcBn?Tlbr F_ibjzkzO7o?OZMr8D,?omHY58bLzw5HG 7.7.12 13-0-0 75-0-0 20.4.4 28-0-0 29-0-Q 7-7-12 54-4 2.0-0 54-4 7-7-12 e.1 0 4x6 = 4x6 = Scale = 1:48.9 3x6 = i o le w n 3x6 = 2x4 II 3x4 = 3x4 = 3x4 = 2x4 II 6 7-7-12 13-00 15.0-0 20-4.4 28-0-0 7-7-12 5-4-4 2.0-0 5.4.4 7-7-12 ' Plate Offsets (X,Y)-- f2:0-3-0,Edgel, f7:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.34 2-13 >990 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-SH Weight: 132lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 7=1087/0-3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7— 286(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2075/1243, 3-4=-1466/971, 4-5=-1297/945, 5-6=-1466/971, 6-7=-2075/1243 BOT CHORD 2-13=-101 1/1840,12-13=-1011/1840, 10-12=-598/1297, 9-10=-1018/1840, 7-9=-1018/1840 WEBS 3-13=0/300, 3-12=-678/494, 4-12=-223/378, 5-10=-223/378, 6-10=-678/494, 6-9=0/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCp1=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.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 beadng plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at joint 7. 0 WARNING - Verity design paramaars and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE Ma7473 rev. 1603QOIS BEFORE USE. Design valid for use only with Mllek® connectors. this design Is based only upon parameters shown. and Is for an Individual bolding component. not a puss system. Before use. the building designer must verity the appllIablity, of design paarneters and property Incorporate this design Into the overall bu ildrg design. Waxing Indicated Is to prevent budding of lndWk kxd truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal inftry and property damage. For general guidance regarding the tatricatkxL storage. delivery. erection and bracing of trusses and tn5c systems, SeeANSI/IPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from lnrss Rate Insllkfe, 218 N. Lee Street, Suite 312, AlexandrkL VA 22314. Tanya, FL 33610 Job Truss Truss Type Qty Ply 130117T12949809 WP0117 A5 Common 10 1b Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57.49 2018 Page 1 I D:75SJeCQ8yQ W 2i tGVf 5nBLly96Pw-FTcBn?Tfbr_ F_ 1 bjzkzO7o?OBMo8D2lmHY5BbLzw5HG 0-0-0, 6-9-3 I 14-0.0 21-2-13 28-0-0 29.0.0, 1-0-0 ' 6-9-3 7-2-13 7-2-13 6-9-3 1.0.0 T 0 5.00 F 12 4x6 = Scale: 1/4'=1' 3x6 = 3x4 = 3x6 = 30 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.22 2-12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Verl(fL) 0.61 2-12 543 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0-3-8 Max Harz 2=87(LC 16) Max Uplift 2=-292(LC 12), 8=-292(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1321, 3.5=-1777/1148, 5-7=-1777/1147, 7-8=-2078/1321 BOT CHORD 2-12=-1102/1873, 10-12=-570/1221, 8-10=-1109/1873 WEBS 5-10=-327/598, 7-10=-435/466, 5-12=-327/598, 3-12=-435/466 PLATES GRIP MT20 244/190 Weight: 123 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint B. 0 Q WARNING • Vedry derlgn pentmorere end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 rev. taWMI5 BEFORE USE. Design valid for use only with Mflek6 connectors This design Is based only upon parameters shown and Is for an IndlNdrwl building component, not a Miss system. Berge use. the building designer must verity the applicability of design paametets and property Incorporate this design Into the overall btAd ng design. Bracing Indicated Is to btrcidlryt of tndlvidtxtl truss web and/or chord members only. Addlllonal temporary and permanent br[rUng MiTek' prevent Is always required for stability and to prevent collapse with possible personal b*ffy and property damage. For general guidance regadhbg [he fabrication storage, delivery, erection and Lxdlchng of trusses and muss systems, seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Butiding Component 6904 Parke East Blvd. Safety Information avdlable from Truss Rate Institute, 218 N. Lee Sheet. Suite 312, AlexandrkL VA 22314 Tampa. FL 33610 Job Truss Truss Type City Ply WP0117 T12949810 WP0117 A6 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:50 2018 Page 1 I D:75SJeCQ8yO W 2ilG V r 5nBLly96Pw-jf9Z? LUHM866cBAvXSUdIOXV nmSsyT W wVCri7nzw5HF 1-0-0 5.5.14 7-1-15 10.4.0 17-8-0 19-0-0 223-5 28-0-0 29-0-q 1-0-0 5-5-14 r 1-8.1 3-2-1 1.4-0 7-4-0 3.3-5 S-8-11 1-0-0 4x6 = 54x6 = 4x6 = Scale = 1:49.7 r6 3x6 = 1a 1e 1v 3x6 = 2x4 II 3x8 = 4x6 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.91 BC 0.91 W B 0.49 Matrix-SH DEFL. in Vert(LL) -0.16 Vert(TL) -0.45 Horz(TL) 010 loc) Vdefl Ud 8-10 >999 240 B-10 >744 180 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10 REACTIONS. (lb/size) 2=1087/0-3.8, 8=1087/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-268(LC 12), 8=-318(LC 13) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2091/1233, 3-4=-1711/1086, 4-5=-1700/1114, 5-6=-1699/1085, 6.7=-1858/1127, 7-8=-2097/1271 BOT CHORD 2-13=-1004/1857, 12-13=-1004/1857, 10-12=-957/1837, 8-1 0=- 1066/1887 WEBS 6-10=-172/461, 7-10=-249/282, 4-12=-855/1293, 5-12=-932/679, 3-12=-466/385 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15fh 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 & 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 268 lb uplift at joint 2 and 318 lb uplift at joint 8. 0 WARNING - Vedry deedgn ptramefers end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mo-7473 rev, IfYD MIS BEFORE USE. Design valid for use only with Ivlrlek® connectors. this design Is based only upon pxaameters shown. and Is for an Individual bulding component. not a truss system. Before use. the building designer must verify the applicability of design paameters and properly incorporate this design Into the overall building design, Racing Indicated is to prevent buckling of IndNkAral Inns web and/or chard members only. Additional temporary and permanent btacirlg MiTek• IS always required lot stability and to prevent collapse wllh possible personal "and property damage. For general guidance regarding the tab dcatlo x storage. delivery, erectlon and bracing of tnrsses and truss systems. seeANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component 6901 Perke East Blvd Safety Information available from muss Plate inslitule• 218 N. lee Street, Su lte 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply WP0117 T12949811 WP0117 A7G Roof Special Girder 1 1 Job Reference (optional) Builders Fi rsiSoufce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57.51 2018 Page 1 ID:75SJeCOBy0 W 2i tGVt SnBLly96Pw-CrjxChUv7SEzEL1659?sCD4k7Aciho33ksaFgEzw5H E 1-04 6-11-1 10.4.0 13-8-0 17.2-4 21-0-0 23-9-13 28-0-0 29-0-q 1- -0' 6-11-1 3-4-15 ' 3.4.0 ' 3.6.4 3-9-12 2-9-13 4-2-3 1-0-0 Scale = 1:50.8 4x6 = 3x6 = 16 15 = 13 12 11 3x12 MT20HS 4x10 MT20HS 2x4 II Sx8 = 3x8 = 7x10 = 2x4 II 6.11-1 10.4.0 13-8 0 17-2-4 21-0-0 23-9-13 28 0 0 r 6-11-1 3.4.15 3 4-0 3-6-4 3-9-12 2-9-13 %-3 Plate Offsets (X,Y)-- f2:0-2-9,0-0-111, f7:0-5-4,0-2-41, f9:0-3-0,0-1-81, f12:0.3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) 0.59 13-15 >561 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 099 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matnx-SH Weight: 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1554/0-3-8, 9=2469/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-425(LC 8), 9=-770(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3312/875, 3-4=-2948/863, 4-5=-2932/849, 5-6=-5068/1562, 6-7=-5069/1562, 7-8=-5548/1744, 8-9=-5623/1734 BOT CHORD 2-16=-783/2987, 15-16=-783/2987, 13-15=-1275/4610, 12-13=-1535/5202, 11-12=-1544/5140, 9-1 1=-1544/5140 WEBS 3-15=-422/218, 4-15=-585/2068, 5-15=-2551/851, 5-13=-285f710, 7-13= 484/610, 7-12=-602/1986 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=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord five 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 425 lb uplift at joint 2 and 770 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 97 lb up at 21-0-0 on top chord, and 1518 lb down and 476 lb up at 20-9-8, and 278 lb down and 114 lb up at 21-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads pb) Vert:7=-53(B) 12=-1796(B) Q WARNING - Verily design pirrametm end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 mv. faWW 1 S BEFORE USE. Deskp vdkl for use only with Mllek®connLctors. RYs design h based only upon paramefersshown, and Is for an Y1dh4tAxil building component. not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate tI& design Into the overall bu ldfng design Bracing indicated Is to prevent butctdIng of IndtMual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' Is always required lot stability and to Iuevenf collapse with possUe personal rUray and poperty darnage for general guidance regarding he fabricatlofi storage, delivery, erection and b iactng of Mrsses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Wilding Component 6904 Parke East Blvd Tampa, FL 33610 SafetyInformationavcLabiefromTrussRateInstitute, 218 N. Lee Street. Su lte 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply 130117 T12949812 WP0117 B1GE Common Supported Gable 1 1b Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8A 30 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:52 2018 Page 1 ID:75SJeCQSyQW 2itGVr5nBLly96Pw-g2HJPOVXumMgsVKlftW 51Rd2IZ2gQU2DzW KpCgzw5HD 1-0.0 10.4.0 20-8-0 1-0-0 10-4-0 10-4-0 Scale = 1:36.1 4x6 = Ia0 3x4 = 22 21 20 19 18 17 16 15 14 13 3x4 = 3x4 = 20-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(L-) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 1 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 HOrz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. lb) - Max Horz 2=72(LC 12) Max Uplift All uplift 1001b or less at joint(s) 12, 2, 19, 20, 21, 22, 16, 15. 14. 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 18, 19, 20, 21, 22, 16, 15, 14.13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 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 right exposed,C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12, 2. 0 WARNING - Vet1/y daWgn parametem and READ NOTES ON THIS AND INCLUDEO MITEK REFERANCE PAGE M0.7473 rov. 14932015 BEFORE USE Design valid got use only with Mlek® connectors. IMs deslgin is based orgy upon pmameters shown. and Is for an Itd lvdxl building component. not a truss system. Before use, the txdldlng designer must verity the appilcaWlty, of design pmameters and property Incorporate this design Into the overall brddtrQ design. Racing Indicated Is to prevent bucidbQ of tndNkfual mrs web aril/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stablilty and to prevent collapse with possible personal"and property damage. For general guidance regarding the fatricallm storage, delivery. erection and bracing of trusses and truss systems seeANSI/1 I I Quality Criteria. DSB-89 and BCSI Bulkiing Component 6904 Parke East Blvd. Safety Information available from Inns Rate tnsflfrrte, 218 N. Lee Sheet. Suite 312. Adexcw)drkx VA 22314. Tarrya, FL 33610 Job Truss Truss Type Oty Ply WP0117 T12949813 W PO 117 82 Common 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:53 2018 Page 1 I D:75SJeCQByQW 2itGVr5nBLIy96Pw-BErhdMW 9f 3VhTevUCa 1 KHe98BzFr9vN MCA3Mk6zw5HC 1.0.0 5-1-9 10-4-0 15-6-7 2_0-8-0 1-0-0 5.1.9 5-2-7 5.2.7 5.1-9 Scale = 1:34.9 4x6 = Ig 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 12) Max Uplift 6=-197(LC 13), 2=-223(LC 12) CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 BC 0.57 Vert( I-) -0.24 6-7 >999 180 WB 0.17 Horz(TL) 0.05 6 n/a n/a Matrix-SH Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 ac puriins. BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1501/956, 3-4=-1282/832, 4-5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9= 811/1347, 7-9=-435/901, 6-7=-830/1374 WEBS 4-7=-242/435, 5-7=-326/347, 4.9=-225/415, 3-9=-309/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.OpsF h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 6=197, 2=223. Q WARNING - Vwfl y deagn pamm iery and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67173 ray. *93W15 BEFORE USE Design valid fof Ursa only with MI lek®connectois. fits design Is lased only upon pwometers shown, and Is for an individual building component, not a I«g system. Before Use. the txAding designer must verity the applicability of design parameters and properly Incorpwiafe this design Info the overall building design. Bracing indicated Is to prevent buckling of individual teas web anal/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for statAlly and to pevent collapse with possSNe personal Injury and properly damage. For general guidance regarding the fabrIcatlon, storage, dellveiy, erection and lxackng of tnisses and truss systems. seeANSI/1PII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information availade from lnis Rate Institute. 218 N. Lee Street Sulfe 312. Afexandrla. VA 22314. Tanga, FL 33610 Job Truss Truss Type City Ply WP0117 T12949814 W P0117 B3 Common 1 1 Job Reference (optional) Builders Fir tSouree, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:54 2018 Page 1 I D:75SJeCO8y0 W 2itGVr5nBLly96Pw-cOP4giXoONdY5oUhmHZZgsiJxNb4uMd W OgpvGYzw5H B 1-0-0 , 5-1.8 10-4-0 I 15-6-8 20-8-0 1-0-0 5-1-8 5-2.8 5-2-8 5.1-8 a Scale = 1 34 9 4x6 = 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = Ig 7-4-9 13-3-7 20-8-0 7-4-9 5-10-14 7-4-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(fL) 0.24 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-SH Weight: 90 lb FT = 2045 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 1502/957, 3-4= 1282/831, 4-5=-1296/842, 5-6=-1525/974 BOT CHORD 2.9= 811/1348, 7-9=-435/901, 6-7=-831/1374 WEBS 4-7=-242/435, 5-7=-326/348, 4-9=-224/415, 3-9=-309/334 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=3.0psf; h=15ft; 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=197, 2=223. Q WARNING -Verify design puamefers end READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE UD-7473 rev. lONY2015 BEFORE USE. Designvalkl la use only with Mflek® connectors. This design Is based only upon parameters shown. and Is lot an Individual building component, not a truce system. Before use. the building designer must verify the apdicabllty of design parameters and propedy Incorporate this design Into the overall building design. dating Indicated Is to prevent bucking of Individual truss web and/or chord members only. Adalliorxt temporary and permanent biasing M iTek' is always required for skSlUlty and to prevent cotlgfse with possNle personal hipury and property damage. Fa general guidance regarding the fabricatbft storage. delivery. erection and brW. rigof Misses and truss systems- seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute, 218 N. Lee Street. Sudte 312, Atexarxirla, VA 22314. Tampa. FL 33610 Job Truss Truss Type City Ply WP0117 T12949815 W P0117 B4 Common 1 1 Job Reference (optional) Builders FirgtSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57.55 2018 Page 1 ID:75SJeC08y0 W 2itGVr5nBL1y96Pw-4dzS22YQAhl Ply2tK?4oM3FUhnxJdpsff UZTp?zw5HA 1-0.0 5-1-8 10.4.0 15-6-8 _ _ 20-8-0 1-0-0 5-1-8 5-2-8 5-2-8 5.1.8 a Scale = 1:34.9 4x6 = 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 20-8-0 lg 7-4.9 5.10.14 7-4-9 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight: 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0-3-8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/957, 3-4=-1282/831, 4.5= 1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1348, 7-9=-435/901, 6-7- 831/1374 WEBS 4-7=-242/435, 5-7=-326/348, 4-9=-224/415, 3.9- 309/334 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=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to buss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 6=197. 2=223. 0 WARNING - Verfly dedgn panareten and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. lav 2olS BEFORE USE. Design valid for use oNy with MplekO connectors. This design Is based only upon pamameters shown, and Is for an Individual building component. not a truss system. Before use. the building designer roust verity the applicability of design parameters and properly Incapofale it1Ls design Into the overall 1xIDalrlg design. Bracing Indlcated Is to prevent b ucldlrg of Individual truss web and/or chord members only. Additional temporary and permanent bractrg MiTek' Is always regaled for stab0lty and to prevent collapse with possible persorxb fr1haY and property damage. Far general guidance regarding the labrlcatim storage, delivery. erection and bracing of trusses and irrs systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Perk@ East Blvd. Safety information available from lrrs Plate InsOtrle. 218 N. Leo Street Srlte 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply 0117 T12949816 WPO117 CJt Jack -Open 6 1 Reference (optional) Builders Fir$tSource, Tampa, Plant City, Florida 33566 iZtB LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max GraV 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:55 2018 Page 1 I D:75SJeCOBya W 2ilGVr5nBLly96Pw-4dzS22YQAhIPjy21K?4oM3FZUn32di RflUZTp?zw5HA 1.0-0 1-0-0 Scale = 1 6 5 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.00 2 >999 240 MT20 244/190 Vert(TL) -0.00 2 >999 180 Horz(TL) -0.00 3 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; Cat 11; 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 2) The Fabrication Tolerance at joint 2 = 0016 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at (oint(s) 3, 2. 0 WARNING- Vnrffy design pwameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MD-7473 nv. 10MMIS BEFORE USE De&%n vcdU for use orgy wllh Mllek®connecfors. fits design Is rased orgy upon parametersshown, and Is for an IndMduat building component. not a truss system Before use. the building designer roust verity the applicability of design parameters and properly Incorporate tt%design Into the overall rxAding design. Bracing Indicated is to buckling of IrndlVWucil Irtm web and/or choral members only Additional temporary and permanent bracing MiTek' preventIs always iecirked for stability and to prevent collapse with possible personal "and p ioperty damage. For general guidance regarding the 6904 Parke East Blvd fabncarstlon. storage. delivery, erection and tracing of tnes and tors systems. seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component Tempe, FL 3361 D Safety InformationavailablefromInrsPlateinstitute. 218 N. Lee Street. Sulle 312, AlezandrkL VA 22314. Job Truss Truss Type Oty Ply WP0117 T12949817 WP0117 CJ3 Jack -Open 6 1 Job Reference o tional Builders FirstSourCe, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1 I D:75SJeC08y0 W 2itGVrSnBLly96Pw-YpXgFOY2x_IFK6d3uib 1 vHnkkB02M I hou8lOLRzw5H9 1-0-0 3.0.0 1-o-O 3-0-0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(fL) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2=-63(LC 8) Max Grav 3=63(LC 1). 2=178(LC 1), 4=56(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cal. 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING - VeAly dosrgn perometero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M114473 rov. 1MV2015 BEFORE USE. DeslW vaikl for use only vAfh MITek® connectors This design Is based only upon paamefers shown. and Is for an Individual building component. not a truss system. Before use. the building designer must verify the appilcablity, of design parameters and properly hcorpotate this design Info The overall boding design Bracing hdicated is to prevent buckling of rxTWual truss web and/or chord members only. Addltlorol temporary and permanent tracing MiTek Is always required (or stability and to prevent collapse with possible personal IMry and property damage For general guidance regadtng the tabricatlon, storage, delivery. erection and btacfrtg of rtraes and trtrss systems, seeANSI/TPI I Quality Criteria, DSB-89 and 11CSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Rate Irtstlr0e, 218 N. Lee Street, Suite 312 Alexandila. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0117 T12949818 W P0117 CJ5 Jack -Open 6 1 Job Reference (optional) Builders Fir§ISourte, Tampa, Plant City, Florida 33566 8A 30 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:56 2018 Page 1 I D:75SJeCOByO W 2itGVr5nBL1y96Pw-YpXgFOY2x_lFK6d3uib 1 vH nfdBL?Mlhou810LRzw5H9 1-0 0 5-0-0 t •ao 5-0-0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-84(LC 12), 2= 67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.9 5-0.0 5-0-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(fL) -0.08 2-4 >727 180 Horz(TL) -0.00 3 rVa n/a Weight: 17 lb FT = 2095 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; Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl , GCpi=0.18, MW FRS (envelope) and C-C Exterior(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) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Q WARNING- Vorlfy drrlgn pMMf*M rrrd READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9-7473 mv. laWMIS BEFORE USE. Design valkl for use ordy with Milek®connecfors. this design is based only upon parametersshown. and Is for an indfr4dualbulding component, not a truss system. Before use, the building designer must verity the gxAlcabillty of design parametersand properly bcorporate this design Into the overall building design. Bracing Indicated Is to bucking of Individual Mm web aril/or chord members only. Addlflor" temporary and permanent brcr--W MiTek' prevent Is alwaysrequired fa stability and to prevent collg)se wilh posse personal frVury and property damage For general guidance regarding tho 69W Perko East Blvd storage. deivery, erecilonandbrocingoftrussesandmusssystemsseeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component Tempe, Fl. 33610 Safety Information avalfablefromIn& Plate Institute, 218 N. Lee Street Rdfe 312, Alexandria- VA 22314 Job Truss Truss Type Oty Ply 130117T12949819 WPOtt7 EJ7 Jack -Open 8 tb Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:57 2018 Hage t ID:75SJeC08yOW 2itGVr5nBLly96Pw-0?5CTkZgil?6yGCFR06GSUKmJadf 5lxy6o2attzw5H8 1-o-0 7-0-0 1.0.0 7.0.0 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matnx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=165/Mechanical, 2=318/0-3-8, 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12). 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.12 2-4 >688 240 MT20 244/190 Vert(TL) -0.26 2-4 >308 180 Horz(TL) -0.00 3 n/a n/a Weight: 23 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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.Opsh h=151t, Cat II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Extenor(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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (lt=lb) 3=104. 0 WARNING - Verfly des/gn pars"ters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 mv. 1f MWIS BEFORE USE. Design valid for use only with Mllek® connectors. Ms design is based oNy upon parameters shown. and Is for an kxllvkhial bilding component, not a truss system. Before use, the building designer must verify the applicability of design paiameters and property Incorpaafe it* design into the overall building design. Bracing irx9cated Is to prevent budding of Individual truss web anJ/a chord members only. Ackiflonal temporary and permanent bracing Welk' Is always required for stability and to prevent calla; YAM possible personal 11hey and property damage. For gerlefal guidalCe regarding the 6904 Parke East Btvd. fabrlcallon, storage, delivery. erecllon and tracing of misses and tniss systems, seeANSI/FPI I Cuatlty, Criteria, DS15-E9 and 11CSI Building Component Tempe, FL 33610SafetyInformationavailablefromhissPlateInstitute, 218 N. Lee Streel. Stdte 312, Alexandra. VA 22314 Job Truss Truss Type City Ply WP0117 T12949820 WP0117 EJ7G Jack -Open Girder 1 nG Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:58 2018 Page 1 I D:75SJeCQByQW 2itGVr5nBLIy96Pw-UCeag4alTc7zaOnS?7dV_is_Z_YgBw5LSn7PKzw5H7 3-8.2 7-0-0 3-8-2 3.3.14 2x4 11 Scale = 1:21.1 3 2x4 11 Plate Offsets (X,Y)-- f1:0-3-1,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Veff(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.26 1-3 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 63 lb FT = 2046 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1167/0-3-8, 3=1538/Mechanical Max Horz 1=106(LC 23) Max Uplift 1=-31O(LC 8), 3=-456(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows. 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psh h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 09%, joint 2 = 09,6, joint 3 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=310, 3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 217 lb up at 2-0-12, and 735 lb down and 217 lb up at 4-0-12, and 737 lb down and 215 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-735(F) 5=-735(F) 6=-737(F) Q WARNING - Verity design parameters and READ NOTES ON THLS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. IM31MIS BEFORE USE valid for use only with MlleW connectors. Thisdesign Is based only upon parameters shown. and Is for an individual building component, not Nit atrusssystem. Before use. the bolding designer must verity the applicability of design paranekers and properly hcorpaate this design Into the overall brAding design B acingIndicated is to prevent buckling of Individual Mrss web and/or chord members only Additlor d temporarycin d permanent brockng M iTek' Is always recnhed for stability and to prevent collapse with possible personal b*iry and property damage. For general guidance regarding the lab rIcailon. storage. delivery- erection and Lxocing of trusses and tuns syslems seeANSI/TPI I Cuarity Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informa8on avalta ble from truss Rate Institute, 218 N. Lee Street. Sole 312. AiexarxtrkL VA 22314. Tanga, FL 33610 Job Truss Truss Type Oty Ply WP0117 T12949821 W P0117 E N 1 GE GABLE 2 1 Job Reference o tional Builders FirglSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2011 for I ex Industries, Inc. Fri dan 12 12:57-58 2u1a rage i ID:dZIYOHLaatAtc_BcUS?Fa5z4Ss9-UCeag4alTc7ZaOnS?7dV_is4s_53gBJ5LSn7PKzw5H7 1.0.0 2-10.0 4.10.0 6-10.0 1-0-0 2-10-0 2-0-0 2-0-0 Scale = 1:15.6 2x4 II 5 2x4 = 2x4 II 2x4 II 2x4 II 2-10-0 2-10-0 4-10.0 6-10-0 2.0.0 2-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 27lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-6: 2x4 SP No 2 REACTIONS. All bearings 6-10-0 lb) - Max Horz 2=92(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 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.Opsf, h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(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) Truss designed lot 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 requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, B. 0 WARNING -Verify dedyn peramorert rind READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M67473 rev. la W12015 BEFORE USE. Design valid for use only with Mrlek® connectors. ltls design Is based only upon paraneters shown. and Is for an individual! bulding component. not MR, a truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web card/or chord members only AddBlonal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse vAlh possible personal Injury and property damage. For general grldance iegardlW the fabrication, storage. delivery. erection and bracing of Muses and tnrss system& seeANSIMI I Quality Criteria, DS13-69 and BCSI Building Component 6904 Parke East Blvd Safety Information avallabbe from lnrss Rate Ins9frlte, 218 N Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 0117T1294982213 WP0117 EN2 Monoprtch 10 1b Reference (optional) Builders FirplSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:59 2018 Page 1 I D:dZtYOHLaatAtc_8cUS7Fa5z4Ss9-zOCztObwEvFgBZMeZr8kXvP5aOlyZeRFa6Xgymzw5H6 1.0.0 6-6.8 6-10-q 1-0-0 6-6-8 '0-3-8 2x4 11 3 2x4 = ° 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.10 2-4 780 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.24 2-4 312 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 4=228/Mechanical, 2=315/0-8-0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-140(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.3 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0 18; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 61=1b) 2=140. Q WARNING -Verily design parametersand READ NOTES ON THIS AND WCLUDED M/rEK REFERANCE PAGE M11.7173 rov. M020015 BEFORE USE Design valid for use only with Mflek® connectors. This design Is Lased only upon parameters shown. and Is for an Individual bolding component. not a truss system. Before use. the building designer must verify the applicability of design parameters aril properly incorporate this design Into the overall building design. Bracing Indlcatetl Is to prevent buckting of IndWklual truss web and/or chord members only Addltlorui temporary and permanent bracft M iTek' is always regaled for stability and to prevent collapse with possible personal"and p iopedy damage. For genera/ guidance regarding the fabricallm storage. delivery. erection and bracing of trusses and trrss systems. seeANSI/1PI I Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East Blvd. Safety Information alvallabte from truss Rote tnstitirte. 218 N Lee Streel. Sulle 312. AJexar dda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply 0117 T12949823 WPO117 HJ7 Diagonal Hip Girder 3 1 Reference (optional) Builders FirstSowce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 I D:75SJeCOByO W 2itGVr5nBLly96Pw-RamL5lbY? DN hP1xg7Yfz37yMBoeLI1 dOpmGEUCzw5H5 1-5-0 5-5.13 9-10-1 1.5.0 5-5-13 4-4-3 Scale = 1:20.6 20 = 55-13 9-9-7 9-1Q-1 5.5.13 4-3-10 0- 9 LOADING (psi) SPACING- 2-0-0 CST. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (lb/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-81(LC 4). 2=-144(LC 4), 5=-93(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/231 BOT CHORD 2-7=-275l720, 6-7=-275/720 WEBS 3-7=0/312, 3-6=-784/299 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope); cantilever left and right exposed , end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15, 64 lb down and 80 Ito up at 1-4-15, 29 lb down and 44 lb up at 4-2-15, 29 lb down and 44 lb up at 4-2-15, and 53 lb down and 92 lb up at 7-0-14, and 53 lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 lb down at 1-4-15, 19 lb down at 4-2-15, 19 lb down at 4-2.15, and 39 lb down at 7-0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads Qb) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13_ 39(F=-20, B— 20) 0 WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED N/rEK REFERANCE PAGE Mg-7473 rev. lW3Qe1S BEFORE USE. Design valid for use only vAth MITek0 connectors. This design 5 based only upon pcoameters shown. and Is fof an IndivIdual building component. not a Truss system. Before use. the tulldlrlp designee must verity the "Icablity, of design parameters and piopeity Incorpoiate thk design Into the overall building design. Bracing Irxlkated Is to pfeveni buckling of Individual truss web and/or chord members only. Additional tempotary and permanent bicy_Ing MiTek Is always ieglhed for stability and to prevent cotgbse with possible persorxd Injury and property damage. for general guidance teganding the tabtcatlm stoiage, delivery, erection and bracing of trusses and tnis systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI BUBding Component 6904 Perko East Blvd Safety Information available from Inns Rate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22M, 14. Tampa. FL 33610 Job Truss Truss Type Qty Ply WP0117 T12949824 W P0117 V3 Valley 1 1 Job Reference (optional) Builders FirstSotice, Tampa, Plant City, Florida 33566 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 7.0 Lumber DOL 1.25 BC 005 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014rrP12007 Matnx-P 8A 30 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 I D:75SJeCQ8yQ W 2itGVr5nBLly96Pw-RamL5IbY?DNhpfxg7Yfz37yQ3omXl5hOpmGE UCzw5H5 3-1-8 3.1-8 Scale = 1.9.3 2x4 11 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(Q n/a n/a 999 Horz(TL) 0.00 3 n/a n/a Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=82/3-0-14, 3=82/3-0-14 Max Horz 1=42(LC 9) Max Uplift 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals. 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.Opsl; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(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 gnp DOL=1.60 2) The Fabrication Tolerance at joint 1 = 096, joint 2 = 0%, joint 3 = 096 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 0 WARNWG - Verffy design peratneters rind READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M17-7473 rev. raV3,2015 BEFORE USE Design vaild for use only with Mllek® connectors. Thts design 5 based only upon parameters shown, and Is lot an Individual building component not a truss system. Before use, the building designer must verity the aWicabllty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buildding of IndNkltuil tnrss web aril/of chord members only. Additional temporary and permanent bracing M iTek' Is always beguiled for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcallom stofage. delivery. erection and bracing of trusses and Miss systems seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd Safety Information available from lnis Plate institute, 218 N. Lee Street, Stile 312. Alexandiria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply WP0117 T12949825 W P0117 V5 Valley 1 1 Job Reference (optional) Builders FI r.SlSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:58:01 2018 Page 1 ID:75SJeCO8yOW2itGVr5nBLly96Pw-vnKli5cBmXVYRtW 1gGBCcKUWbC3D1YxxlQOn0ezw5H4 5-1-8 51-8 2x4 i 2x4 II 2x4 11 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(rL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0-14, 3=156/5-0-14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II, Exp C; Encl., GCpi=0.18, 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 gnp DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 006, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 0 WARNING - Verfly design penmeten end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7173 rw. t N031P0 f 5 BEFORE USE Design valid for use only with IvIfleM connectors. Ttds design Is based ordy upon parameters shown. and is for an individual buildingng component. not a truss system. Wore use. the building designer roust verity the applicability of design pxrarnelers and property Incorporate this design Into the overall design. Bracing Indicated Is to budding of Individual truss web and/or chord members only. A.dditlora lemporary and permanent bracing MiTek' building prevent Is always required for stability, and to prevent collapse with possbie personal h"y and property damage. For general guidance regarding the 6904 Parke East Blvdlabrlcallmstorage. delivery, erection and bracing of trusses and tors systems, seeANSI/TPI I Quality Criteria, DSB-89 and 8C51 Building Component Tampa, FL 33610SafetyInformationavailablefromlrusRateinstitute, 218 N Lee Sleet, Sulte 312, Alexandria. VA 22314. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets ore indicated. Dimensions ore in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1/ ldr For 4 x 2 orientation, locate plates 0-14 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved M1Ip MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and ail other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Products— GEARING HEIGHT 56HEOULEPIotIDLengthProductPliesNetOt FJ I . ,.47 ;00-00 16" BCI 60005-1 8 1 6 FJ2 25-00-00 16" BCI 6000s-1.8 1 6 FJ3 22-00-00 16- BCI 6000s-18 1 8 FJ4 21-00-00 16" BCI 6000s-18 2 2 FJ5 20-00-00 16'* BCI 6000s-1.8 1 3 FJ6 18-00-00 16- BCI 6000s-1.8 1 2 FJ8 7-00-00 16" BCI 6000s-18 1 1 FJ8 4-00-00 16" BCI 6000s-1 8 1 1 BM 1 21-00-00 1-3/4- x 16- VERSA -LAM 2 0 3100 3SP 3 Rm 1 16-00-00 1 1 /8" x 16" TJ Rim Board 1 3 I m m u-, 28-0-0 P-1 I I L- LL L LL L, L, m LL m L, m m U) Ln Ln m cm L i I m m m m m FJ8 H3* I w cu w cu cu; I Ab ti I II JL Ik-=u== H3=_______--_ BM] Rm I w W w I, w m m I 11 11 II III 11I 11 11 I II II II II II II II II II II I 20-8-0 7-4-0 28-0-0 m m t` m m M m m 28-0-0 al II II II II tl II II II II II II II nil CJ3 ' i>M1 1 m t` HIG m m Cu As fp M2 c.n Hanger List H1 HTU26 H2 HHU26-2 H3 IUS2.37/16 NOTE5: 1) REFER TO HID 91 (RECOMMENDATIONS FOR HANDLING IN51ALLATION AND TEMPORARY DRACIN6) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REanZED 2.) ALL TRI155E5 (MLLVIN6 TRUSSES UNDER VALLEY FRAMING Mr7T DE COMPLETELY DECKED OR RUE TO DETAIL V105 FOR ALTERNATE DRACIN6 REa R?EMENT5. 5) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY BUILDER. 4 ) ALL TRUSSES ARE OES16NEP FOR 2' o c MAAM M SPACING, UNLESS OTHERWISE NOTED 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARING, UNLESS OTKERW15E NOTED. 6) 5Y42 TRIME5 MAST DE INSTALLED WITH THE TOP BEING UP 7.) ALL ROOF TW% HANGERS TO DE SIMPSON HTU26 Ut•LE55 OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO DE SIMPSON THA422 UN-E55 OTHEEW15E NOTED. D.) DEAMMEADERILINTEL (FOR) TO DE FURNISHED DY DUILDE . SHOP DRAWING APPROVAL TM LAYOUT IS THE 50.E SOURCE FOR FADRTCATION OF TRU55E5 AW VOID5 ALL PREVIOUS ARCHTECTURAL OR OTHEE 11155 LAYOUTS REVIEW AND APPROVAL OF TH5 LAYOUT MUST DE RECEIVED DEFORE ANY Tft%E5 WILL DE WIT VERIFY ALL OFOITIONS TO WARE A&WT aWU5 THAT W1 REALT P! EXTRA CHAME5 TO YOU 44mu/ kMni One One LN BuildersFlrstSource Orlando PHONE. 407-851-2100 FAX 407-851-7111 Plant City PHONE: 813-759-5951 FAX. 815-752-1532 tlMLOER Starlight It: 2260 Magellan S AI AOORSS Lot 117 1: om% T 10-13-17 1 Josh J C" RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form eroPermit # 18_914 Project Location Address r As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Sdverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Florida Building Code Online Business 8 Profe-ssional Regulation BC1S Home Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map I Links I Sear. Product Approvaldbr7USER: Public User Product Approval Menu > Product or Aoolication Search > Apolication List > Application Detail FL # F115036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Vivian Wright rickw@rwbldgconsultants. com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/ Amww.floridabuilding.org/pr/pr_app_dti.aspx 1 /3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6' 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No, Design Pressure: N/A' Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product, Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 lI (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.5.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration, Installation Instructions FL15036 RZ 11 (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.6.odf Created by Independent Third Party: Yes https://www. i, 1 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.7.Ddf Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.9.Ddf Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10,Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addi if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick here_. Product Approval Accepts: En M WR Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Prepared by `1111II#of% j* Signed & Sealed by RW Building Consultants, Inc. (CA #9813) SCHM, -*i Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. v'• DENS' 1 No 43409 9.• STATE OF O R Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 THERMANTRU° DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements Including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring Wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water Infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 d #33 under the active door do not meet the water infiltration requirements for the'IIVHP. Inswing units shall be installed (in the "HVHZ"( only in non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENR SHEET # DESCRI TION 1 Typical elevations. design pressures 6 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Fmme anchoring - IX buck masonry construction l7BillofMaterials6Components 37.S- MAX. OVERALL WIDTH Z Z Z O f) _ m Om w = 0> O LLJ may-`"' .•,' OVERALL:::_ DESIGN PRESSURE (PSF) SWING,? FRAME _ :. POSfTIVE=:. NEGAi1VE; DIMENSION--. INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 Ot 6: A,lv• L n Z m 0 111*j 11\ n8N•; n_ Z E3 mm . xs 9aLa d i maa lCCi nx V 5 ^, Ln a W Z 0 W VW W Vf m 0: OW a u- N.T.S. BY: JK Er: LFS WING . 0: FL- 15036.6 n I or 7 0 41 1:• F•j1 EXTERIOR di j N N INTERIOR 46 R, E =Sou 9 L a o d mdIL HORIZONTAL CROSS SECTION 4 C a N2G 36.D" MAX. DOOR PANEL WIDTH F 2Q I V1 i DID EXTERIOR INTERIOR s ag ° cz m I T o w x l} a m b a g e r L o urcN mLE N N V InZ V W W O a 41 I AT i DOOR ANEL 10 cJcssk crmH i S NOTE: WOOD DOOR COMPONENTS: OAK ISG>• 0.671 t•i :I •, 45 O o Z u FL am 02124112 = SCALE: N.T.S. f u NINGESTIIf 45 eo oM RAIL 2 VERTICAL CROSS SECTION DWG In: JK mW cNK n. LFS ; DRA-WG NO.: m FL-15036.6 0 F sNe[r of 7 O G 2 114 4 4 EMB. (TYP.I I = n6X'P, W. a 20 % 1''`/• :gal ` c n 2 o rlr4K 11 >` a m i8N •; 8 0 0 x z° 7$ 9ora40 21 INTERIOR 8 1 2 ?a 3 3 3 3 •. ° z EXTERIOR 10 HN Z W m O " TT u xo 3 HORIZONTAL CROSS SECTION cc 7 u W 1-1/4'MIN. $ Shownw/1Xsubbuck 1-1/4"MIN. o EMB. MIN. 3 4 5 EMB. (TYP.I 4 4 4 C D a a D 8 0.1 S" 0.15 CSINK C•SINK -- { I L (TYP.I RYP I I ` T (a 20 6 0 N N 8 N 8 W o e 40 7 7 INTERIOR INTERIOR as a io ,r N ' EXTERIOR EXTERIOR 10 K z 10 DATE: 02124112 L 27 9 B SCAE. N.T.S. C E .DWG. BY. JK CHK. V: LEFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Dan wC NO.' 3 outswing shown - inswing 3 also approvedshown - Inswing FL- 15036. E also approved SHEET 3 or 7 14 EXTERIOR ... ff...— INTERIOR 11 VERTICAL CROSS SECTION JOutswing shwon - Inswingalsoapproved EXTERIOR INTERIOR EXTERIOR INTERIOR see general notes. sheet I for HVHZ' Woter Inf ltratior requirements EXTERIOR .... f``.. INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/IXsulrbuck 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration see general notes. sheet I see general notes, sheet I lor'WHrwater Infiltration for HVHrwaterinfdhation requirements requirements o` y A% n Oi; w fib'• r c n n ll l 11 z d m d U N u z o a z i a• a d o ao:aTE. 02124112 ? Lc: N.T.S. 3 BY: JK m rr. LFS 3 wwt NO.. rc FL- 15036.6 0 rr 4 or 7 O Iq D MASONRYI TYP. HEAD OPENING 3 JAMBS $ L 2X BUCK d BUCK ANCHORING STRIKE JAMB For DP <= 48 PSF MASONRY OPENING FRAME 2X BUCK to HEAD - IAMBS O M 3 MASONR 3 OPENIN( ti 3 2X BUCK 1 FRAMEANCHORING HINGEJAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR. MIN.._ MIN. CLEARANCE - MIN. CLEARANCE TYPE SIZE. EMBEDMENT TO MASONRY EDGE.:,. TO ADJACENT ANCHOR.' ITIN a 1/4" 1-1/4" 2" 4" TAPCON ELCO e 1/4- 1.1/4" 1" 4" ULTRACON 1. Maintain o mWrnum 5/B' ; e d$lance. l' end dbtance. A 1- o.c. spoatnp of wood screws to prevent the soNtinp of wood. o d , Nj Ymaa m O8toAe O a Z VZ L m [ W maa MASONRY TYP. HEAD C c OPENING 3 JAMBS - oz 3a NZO4= U FRAME o O Z)g O" X, o 0 2X BUCK m XIC O yY pO a mm BUCK ANCHORING For DP > A8 PSF and DP <= 75 PSF LATCH 4 DEADBOLT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL ILL N. T. S. m: JK r er LFS W;w No.: FL-15036.6 zr 5 or 7 zz z2 C E E Oi MASONRY _ TYP. HEAD OPENING S JAMBS FRAME 1 X BUCK F — TYP. SILL STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjolnts. 4. Concrete anchor locations noted as'MAX. ON CENTER• must be adjusted to moinfoln the min. edge distance to modarjolnts, additional concrete anchors may be required to ensure the •MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT 10 MASONRY TO ADJACENT TYPE EDGE ANCHOR ITIN 1/4' 1.1 /4' 1• 4' TA CON ITW TAICON I I. Maintain a nilnimum sAr edge distance. I • and distance, d I' o.c. spacing of wood screws to prevent the splitting of wood. 1 HINGE JAMB to MASONRY TYP. HEAD OPENING S JAMBS FRAME — — _ 0 1 X BUCK F TYP. SILL — FRAME ANCHORING Masonry 1 X buck construction For DP > 48 PSF and 7t De[ LATCH t DEADSOLT DETAIL HINGE DETAIL ip N 6m I OO C rtr Tt O N Z nE V Z 9$a maa C D si U O CC o m xj i,n zi LE 3=` U 0 q Ka a SwF: N.T.S. DWG. BY: JK m anL BY. LFS 3 DRAMNG ND,: S FL-15036.6 " a qw 6 or ] " a lb lz BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I x BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 1-3/4' RW CONCRETE SCREW STEEL G 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1/4"PFH fTW CONCRETE SCREW STEEL I 1 /4" X 2-I /4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 10 X Z' PFH WOOD SCREW STEEL L N8 X 2-1 /Z' PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 x 3/4"PFH WOOD SCREW HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WITH YIELD STRENGTH Fy (MIN.) ER 6.000 PSI TMERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE N"' aq n cam' F\2 g; 6 o F---- 2.36' $ . 0 O (7 o ZU 9 9mCW I9 20 HEAD i SIDE ( a a Jomb \ 4 v E° E: 2.20 --1 LI si o cz I- 4.63' --I N Sggm J I BUM FACE RES O1D LO O lF w OR m 7 d UI K mo s.7s — -1 L 1 w W W z 3J SEIf DJUS NG SADDLE iI1REHOLD mLo k 4.56" a e_Q n G = L02124112 u wrc 02 24 12 i Seat N.T.S. ' 39 HIGH WATER DAM THRESHOLD owc. er: JK m cm. er: LFS ; DKWM NO.: FL-15036.6 n SHEET 7 OF 7 Q R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Flonda Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 1181ndustrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect . 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. teRtii@Adp p Signed & Sealed by F: G C lYi/Sio eo Lyndon F. Schmidt. P.E. ec,, S•• ovLyndon Signed & Sealed by F. Schmidt, P.E. No 43409 n • fie STATE OF 9t Y qeo Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 X 1HERMA18MU 0 DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' I. This product has been evaluated and is in comprionce with the 6th Edition (2017) Florida Building Code FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHP' this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under siderites meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items N31 3 #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be Installed (In the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoDV or overhang to sill Is less than 45 degrees. TABLE OF CONTFNIS SHEET# DESCRIPTION I Typical elevations, design pressures G general notes 2 Door panel details 3 Sidelde panel details d Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck mosorvy construction 9 Bill of Materials 3 Components 53.13' MAX. OVERALL WIDTH z Z O Mm mS = o N r N'• 6J; Z o' n c n•: z o 0 oii m R A C W9oa sormaaT A c= sui SWING . OVERALL FRAME---'- DIMENSION_' DESIGN PRESSURE (PSF)- .7. WITHOUT SURFACE.:_. BOLTS. •:. WITH SURFACE_ ;'.. BOLTS ' POSITIVE NEGATIVE POSITIVE - NEGATIVE INSWING 53.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 60.0 suss N.T.S. M. ay: JK cm Fly LFS DRAWM NO.: FL-15036.7 SHEa _L Or 2 z i J EXTERIOR 46 i'}X .ti i c• rO- m a` 42 g o fAA N O n m711IRS i U N INTERIOR 7 Z o maa d 1 HORIZONTAL CROSS SECTION v ofE _ 36Z MAX. i DOOR PANEL WIDTH 2 Iv o0 W EXTERIOR INTERIOR cU W a E 4.11" 7 I--1.48" I T' a a cd 971-1 m II a O 2 TO RAIL CH STILE o 0 N N a P O Li O LD DOOR I AZ -{ a. U IANEL gatslc croH P b c Q0 NOTE WOOD DOOR COMPONENTS: OAK ISG >•067) DAM 02124112 scut: N.T.S. U NINGESTIIE 4S 60TTOMRAIL 1'21 VERTICAL CROSS SECTION DND. BY: JK 2 aa. Dr: LFS DRAWING No. FL-15036.7 SNCR _L OF 46 EXTERIOR 26 23 41 J g ajup d a 13.75' MAX. , 11 *, ; ```` s. i m c PANEL WIDTH 52 8 , Z 7.1 T MAX. 51 ^ E i Z u D.L.O. WIDTH INTERIOR y p 29 SEE NOTE 1 46 R H 5 4 t a 18 ^ \ rr co 1 , HORIZONTAL CROSS SECTION v a0 a J 5t 26 23 N 5• GLASS X GLASS _ a N BITE BITE og$ O aR 23 1/2" MIN. 26 1/2" MIN.6 wo St m 25 GLASS THK. 25 GLASS THK, t y c> cd = EXTERIOR 22 EXTERIOR w a J 25 1 /e" 25 p -/. 1 - TEMPERED TEMPERED o o 3 GLASS GLASS o Ln EXTERIOR INTERIOR &Ib a a E AIR SPACE AIR SPACE Co P INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED I' x GLASS GLASS 25 29 25 18 00 GL GLAZING DETAIL GI GLAZING DETAIL 18 29 o5Irmlotedglossw/ .5Insulated g losssw/ 1 smc Eta hams pvc Eta hams to SEE NOTE I e , 1 kO 3 41 Q. rr7 --- SO SIDEIlTE f NEL I . ' N01E: WOOD SIDErITE COMPONENTS: NNE (SG >• 0.421 I I 1z NOTE: TF- 1.53' - I I 1.53' - I o-E.02 24 12 °z_ i 1. Spacing for item # 18 & #29 (life frame screws) is . as follows: From the bottom up on sides: 6.5", with SIDELITE TOP LL UK SIDEUTE STILE DWG. sru[.5N.7.S BY JK m' 2 (7) more spaced of 9.W' o.c. there are (2) screws 5f Rao 52 2 VERTICAL CROSS SECTION 3bothtopandbottom2.13" in from each corner. CNK m. LFS 3 ow.wtw NO.: rz N G FL-15036.7 u c N o spa 3 or 9 G I.1/4- MIN. EMB. (TYP.) SEE NOTE I BAR a ' c I OA SI CSINK TYP,) B C 1 HORIZONTAL CROSS SECTION j Outswing shown • Inswingalsoapproved INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration EXTERIOR V.C; 1. The sidellte is direct set into the jamb with (12) item NM (#8 X 2 PFH wood screw). There are (4 at each vertical jamb from the lop down al 13.5". 31", 48.5' 3 66". SEE N01 5 EXTERIOR 4 HORIZONTAL CROSS SECTION Q Inswing configuration 1-1 /4• MIN INTER EXTEF S HORIZONTAL CROSS SECTION Q Shown w/IX sub -buck INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION Q Outswing shown - inswing also approved ri p N CoZ v a xZi iZ 8t 9d`oaaIf m a a V a 4 z Lja \ 1 Lxa Z ly 2W W OCAWSO 1.114- MIN. EMB. (TYP.) M ti L 02124112 LE: N.T.S. BY. JK C. Bc LFS kWWG NO.- FL— 15036.7 EI 4 of JCL t 63 19 Z U I VERTICAL CROSS SECTION 5 outswing srn - Inswing otso approved AM Mill 11nss R.;z R E i $ cii 9dta mda v C EE_ cr 2 J C m U Le. N. T S. BY: JK a: LFS w+c NO.: FL-15036.7 rr _L or 9 I INTERIOR J SEE NOTE 1 I M 1 1 NI - T - SEE NOTE I p ERIOR 41 laEXTERIOR 1 VERTICAL CROSS SECT10N 6 Outswing shown - Inswing also approved EXTERIOR 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I m INTERIOR S VERTICAL CROSS SEC710N 6 Outswing configuration SEE NOTE 1 INTERIOR WM EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck 1'//// i t:u • i z—.gym m Z S h oil11 z 8 m zN ': s = oZ 9m W 31 OCL5 r Co a a V 4 EE03a NOTE: 1. Anchors ass'y thru head and Sill at a" In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration asCLCL E W N ^ OZ aeT02 2a 12 i SCALE: N.T.S. r owo. BY. JK u rHX. SY. LFS 3 mawwc No • ° FL- 15036.7 SHEET 6 or y9 G 3" I I SEE DETAIL I 4 to D L MASONRY TYP. HEAD MASONRY OPENING TYP. HEAD — 3 JAMMBS OPENING JAMBS TYP.— MULLION SHOWN FOR L FRAME J REFERENCE 2X BUCK ONLY O 2X BUCK 1I. IA f TYP. — o BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to 6 maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 5 3. Concrete anchor table: ANCHOR ANCHOR MIN... . MIN. CLEARANCE. MIN. CLEARANCE TYPE SIZE' EMBEDMENT TO MASONRY TO ADJACENT - EDGE ANCHOR ITW 1/4" 1.1/4" 2" d" TAPCONo ELCO o 1 d 1.1/d" 1" d" ULTRACON ITW o 3/16" 1.1/d" 3" 1-1/2" TAPCON WVVU JC. KC W IIVJ IALL.91IVry n V I CJ: 1. Maintain a minimum 5/9'edge distance, I* end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB LATCH i DEADBOLT DETAIL INSWIN INSWING SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L 4G G 63 DETAIL 1 Attach surface bolt strike plate to frame IG as shown (Outswing) 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 4,0 n m Y' pL a.• dogvm x z 8 L 9 oa maa 8 B 4 CZ 3 NZG z OA o ZZO QU1h wk3 C m s N O U O IC mm HINGE JAMB 63 64 DETAIL 1 Attach surface bolt stoke plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Inswing) HINGE DETAIL SS w i z ly O a Z U DAM 02124112 i scut• N.T.S. 3 GMc sn: JK m CHK EY. LFS i Fp MING No.: R FL-15036.7 0 SHEa _L OF 9 a p SEE DETAIL 1 — 1 TYP. HEAD d — M M OUTSWING == Q INSWING N': Y•• r . Oannn n ON in o R m z M OUTSWING a a a z INSWING E ? o u i a MASON v (o AI .+ m a a OPENINGi d LATCH i DEA )BOLT DETAIL $ E a88 ? r TYPY FRAM xx W O G I X 4! O HINGE DETAIL a a i 67 63 V N N V z 6364WWSSEE DETAIL 2 DETAIL I DETAIL I O s STRIKE JAMB HINGE JAMS Attach surface bolt Attach surface bolt FRAME ANCHORING stoke plate to frame stoke plate to frame CONCRETE ANCHOR NOTES: Masonry IX buck construction as shown (Outswing) as shown (Inswing) 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortar Joints. 65 6b ' z 2. Concrete anchor locations noted as "MAX. ON CENTER• must be adjusted toLj 64x maintain the min. edge distance to mortar Joints. additional concrete anchors e + may be required to ensure the "MAX. ON CENTER- dimension are not exceeded. _ Qo 3. Concrete anchor fable: S _ o = ri Z U 63 DATE: 02124112 i srxl: N. T. S. ° b3 owc. JK m DETAIL 2 DETAIL 2 CMK, rn: LFS 3 Attach surface bolt Attach surface bolt WOOD SCREW INSTALLATION NOTES: FL stoke plots at the threshold strike plate at the threshold N 16 I. Maintoln o minimum 5/S' edge distance. 1"end distance. 6 I"o.c. spacing of (Outswing) (Inswing) FL-150J6. 7 a a wood screws to prevent the spritfing of wood. sNEET 13 or 9 n O MASONRY ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE„ EMBEDMENT i0 MASONRY. . 70 ADJACENT. ANCHOR EDGEtTvv T/ a' t•t/• Y TAPCON ITW 1" 1.1/a• Y 1.1/Y TAPCON a REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX.1/4"SHIM SPACE WOOD 25 SILICONE CAULK SI n'.' Y'• ` Z c a n n 2 ° Z U y E m ° i x 5oca m mda c° a Q gz m R s 4 sm 7 0$ e rZ 6 UI 0O m y 0 ti a a M z II. 1V Ln 220' W W O 19 2B HEAD i SIDE 4.63" a a Jamb 16 OUTSWING SIDELITE 1BUMP fACE THRESHOLD LOW PROFILE n Dace W i 1.56' 2.59" 2.1S j ? 2.36' 1.. I I 1.66 I 5.7S _ o T 1.69" N _ o D I f Z u L aTE:02124112 i I - ' a surf. N. i.5. i + r D.C. fir. ,JK m 2 L y 0.53'— i r 4 1---.53' I a 1 cmx. ar: LFS ; E INSWING SIDELITERAWNG NO.: ° S 39 HIGH WALE DAM THRESHOLD 23 SLMACSTIC UP FRAME 15 Space 26 UCSTIC UP LITEIITE RAMS 33 SELF ADJUSTING SADDLE THREHOLD FL-15036.7 a y SHEET 9 of 9 " o — BILL OF MATERIALS Lco I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional En6gneers Certificate of Audiorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing I Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6lh Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-1031-4 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) X'! Lyndon F. Schmidt, P.E. 3. Calculations Prepared by rztf? o°a C t';J RJR, Signed & Sealed by G oyndonAnchoringRWBuildingConsultants, Inc. (CA#9813) E•AJ S j-• F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance E s 43409 n Certificate of Participation issued by National Accreditation and Management r'c Institute, certifying that Therma Tru Corporation is manufacturing products 0 : 4 within a quality assurance program that complies with ISO/IEC 17020 and S T "iT 7 t e Lyndon F. Schmidt, P.E. Guide 53. ZV FL PE No. 43409 A, r, t .` ego 10/16/2017 Sheet 1 of 1 J#` THERMANTRU" DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and B In compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. when used In areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 939 under active doors and all sills used under sidelites meet water Infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using sill items 431 & 933 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non-hobitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edoe of conoov or overhona to sill is less than 45 degrees. TABLE OF CONTENTS SHEET R DESCRIPTION 1 Typical elevations. design pressures 8 general notes 2 Door panel details 3 Sldellte panel details d Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - IX buck masonry construction 9 Bill of Materials d Components 68.5" MAX.OVF.RALL WIDTH z Z 2 O m elu H h P SWING OVERALL FRAME DIMENSION DESIGN_ PRESSURE (PSF)..:- WITHOUT SURFACE. BOLTS WITH SURFACE BOLTS- POSITIVE NEGATIVE POSITIVE.., NEGATIVE INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 WALL N.T.S. DING. W. JK chat. rn: LFS DRAWM NO.: FL-15036.8 s.uEr I OF 9 z e aka L G 0 EXTERIOR 50 N.' c of n h yy pN 46 o a z 9 c aINTERIORo 1 HORIZONTAL CROSS SECTION D 4 0 OZ 14 a 2a36.0' MAX. DOOR PANEL WIDTH 2 J 2 o W EXTERIOR INTERIOR 5 W a C, ed V a 0 a v O "Al Y TOP RAIL N UTCH STIIE o 0NN N P., W zZo 41 N rf 1.67' D Z D DOOR / NEL GassK crak NOTE: WOOD DOOR COMPONENTS: OAK ISG>• 0.67) r ! 45 e _Q i UN—Z wrE• 02 24 12 i N.T.S. 11 HINGESTRE 5 BOTTOM RAIL r21 VERTICAL CROSS SECTION DWG. er: JK m' 2 C4K. n: LFS 3 o1uWNO NO- R FL-15036.8 0 N sNEEr or 9 O 13.7 PANI 7. D.L 50 SIDELRE PANEL NOTE WOOD SIDELITE COMPONENTS: PINE (SG>• 0.421 NOTE: I. Spacing for Item N 18 d #29 (life frame screws) is as follows: From the bottom up on sides: 6.5', with 7) more spaced at 9 88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION C' P_1 CZ MIN ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1 /B'• TEMPERED GLASS INTERIOR I F 1.53"-•i Si SIDEUrETOP BTM. Rai GI GLAZING DETAIL S Insulated glass w/ pvc rile home MIN. ASS THK. I/8" TEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS h NIfsN Sl g E +$Qy 0 ui mOIL 0cc; cdOZ 4 a WU 0- U m y j In INTERIOR I a wTt 02124112 scut N.T.S. 21 VERTICAL CROSS SECTION DWG. ^: JK 3 a«. BY LFS ORAWWG NO.: FL-15036.8 SHCCT 3 Or 3 0 RR 1-1/4" MIN. EMB. (TYP.) I SEE NOTE 1 SEE NOTE I INTERIOR J 4 ® ® INTERIOR S r J 21 b 4 EXTERIOR G)— r 4EXTERIOR 2 Pd15 I 0.15 F-- CSINK 17 TYP.) C 1 HORIZONTAL CROSS SECTION D 4 Oul,v ng shown - inswing S 4 3 oisoapprovedO. IS rC' SINK TYP.) INTERIOR U 27 40 EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION j Outswing configuration 4 Outswing configuration TE 1 SEE NOTI i- 1/A" MIN b HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck NOTE, I. The sidehl a is direct set into the jamb with ( 12) Item MM 1#8 X Z' PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5'. 31". 48. 5• & 66". 0. 1 S CSINK -- I TYP.) I HORIZONTAL CROSS SECTION 5 H—IZONTAL CROSS SECTION v vInswing configuration Av 0 i O Pv, ll``` J 0 10 In 0 1111 l l o Z V R to o V Z { oi a c cw N era v maa Z od : C 1ao I Z G U ONN m LI SO coco U G C) 0o a SEE NOTE I 111111111 a a D D D + eVERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for'HVHP water Infittration requirements 61 62 INTERIOREXTERIOR 41 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 or"HVHT Water infiltration requirements INTERIOR EXTERIOR m 2 F-RTCAL CROSSSECTION v I XTERIOR INTERIOR for"HVHT we requirements J ., dm gam tl F II 111 U N e Z x ZEo v o 9 0 on. ion C Z mria`T m 71 EE_ D.Im JK a C. BY. LFS i IMIG NO.: 0 FL— 75036.8 ET 5 OF 9 G 11 00 M L z SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - Inswing also approved INTERIOR EXTERIOR J SEE NOTE 1(( 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE 1 l M z m INTERIOR 5 VERTICAL CROSS SECTION fi Outswing configuration A SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/l X sub -buck U) uvi g r04' W Y p14n I N .. n p E Z$Z p 9typ W NV d o aNn7L maa D v: c° Z gq X Eo d NOTE- 1. Anchors assy thru head and Sill at 4" in from each corner end. VERTICAL CROSS SECTION 6 Inswing configuration ur• N.T.S. c. BY. JK By. LFS MC No.: FL- 15036.8 v 6 or 9 3' I I I III I I I I = N'•,4110Z- i SEE DETAIL I to D ` ttP HEAD t. ''''rrrrrr 1 PVsss ``% z R o Z MASONRY — v u z° MASONRY ttP. HEAD t$ OPENING JAMBS , E z S u OPENING 3 JAMBS SEE NOTE I _ Jf w m a `a IT zd L FRAME M TYP. 2S o° dMULLIONS+d 2X BUCK SHOWN FOR a ti _ - tq O NoREFERENCE ^ O ONLY O 2X BUCK h z z p _ i3 0 = , ttP, p ego SILL Xy SEE DETAIL 2 a I aO m m SUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction }m L 63 so N N N p pWO D CONCRETE ANCHOR NOTES: 28 N 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 64 e edge distance to mortarjoinfs. (y OUTSWING 63 0 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to INSWING DETAIL 1 DETAIL 1 9 maintain the min. edge distance to mortarjoinfs, additional concrete anchors Attach surface bolt Attach surface bolt 12 a a MAX. may be required to ensure the ON CENTER' dimension are not exceeded. strike plate to frame stoke plate to home 10 > % 3. Concrete anchor table: as shown (Outswing) as shown (Inswing) 65 66 10 W M OUTSWING 64 a o 27 L INSWING ITW — Z e N — U TAPCON 1 MASONRY OPENING FRAME J IX BUCK, 3" '" 4. Mille DETAIL 1SEE J TYP. HEAD S JAMBS M TYP. F TYP SILL I 1 I I I SEE DETAIL 2 a S STRIKE JAMB FRAMEANCHORING Z CONCRETE ANCHOR NOTES: Masonry 1 X buck construction 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. A 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to molnfoln the min. edge distance to mortarjoints, addfional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEDMENT 70 MASONRY TO ADJACENT EDGE ANCHOR ITw 1 4- 1.1/4- Y 4- TA PCON R TArCoN' 3/1V 1.1/4- 3- 1. Maintain a minimum 5/8• edge distance, 1' end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. _ o EOO 1 HINGE JAMS J tf M OUTSWING = n INSWING O P nlani ri m rl oMOUTSWING1* Iss U P , D INSWING n E i$ Z ski r g o a m`ama V A 4d LATCH & DEADSOLT DETAIL EEc = 3a DETAIL 1 Attach surface bolt stoke plate to frame as shown (Outswing) 65 iSiS 63 DETAIL 2 Attach surface butt stoke plate at the threshold Outswing) 1DNGE'DETAII 63 64 DETAIL I Attach surface boll strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) DATE 02/24/12 SCALE: N.T.S. DWG. er JK C... er. LFS DUWWG NO.: FL-15036.8 SHEET OF 9 BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 I/4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1/4" X 2-3/4- PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LRE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X 1-3/4"ffW CONCRETE SCREW STEEL 29 8-10X I-1/7'PLASCREW STEEL I 1 /4" X 2-1/4- PFH RW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3-3/4"PFH RW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1/7' PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2 3/4"PFH fIW CONCRETE SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4"HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 1 I 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 14 1" L. X .04LT' DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL -SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS IS INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/7' SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .25' THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1 /4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1 /7' PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4"PFH RW CONCRETE SCREW STEEL 4.56' 66 3/16" X 2-3/4" PFH RW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ffW CONCRETE SCREW STEEL MATERIAL` A • t n N d O Z ul h a 8 = Lp m C W9poa v R s On. 0 ` oz TJ Sa 8t J WW m a N 0 0 y U C m < J GCt J 7I Q m 00 3 a a z n V '< N N V y 2.2D" t o 1nr II II 0 1-- 2.36' ---"-i HEAD i SIDE T i 4•&r — a s 19 20 Jamb o > > UTSWING SIDELITE %ZEUMP FACE THRESHOLD LOW PROFILE = a 456" 2S9' 1d Spacer w z 3 2.IS 2.36' 1.61i F o_o C Tt I I ' I I.. 14" r 1.68" --1 5.75' -i p u 2 I I I n z U z ATE 02 24 12 czz o f ScuE: N.T.S. P J— owc. Err: JK m 0.53' - —a -- r J --i -- S3" T oa or. LFS 3 1 1 oru+nuc "0 • a 5 J9 HIGH WATER DAM THRESHOLD 23 S COC UP UTE FRAME 15INSWINGSspaLNG SIDELITE 26 ELASTIC LIP LITE FRAME y ,SEIF ADJUSTING SADDLE THREHOLD FL-15036.8 N Y SHEET 9 OP 9 Q R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Plione 813.659 9197 Florida Board of Professional Engineers Certificate of Authoriz2tion No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method I of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the •'HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTSO0001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-0Oa ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) •,t°c'la""'Q dpc Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and ; • ? use Management Institute, certifying that Therma Tru Corporation is I_ o e J9 manufacturing products within a quality assurance program that complies Z , with ISO/IEC 17020 and Guide 53. e er [; Lyndon F. Schmidt, P.E. r w y FL PE No. 43409 10/16/2017 Sheet 1 of 1 of S n • • " THERMAKTRU' DOORS Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NOWWPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 61h Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 d R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detals of this droving require further engineering analysts by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water Infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill Items #31 3 #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the'NVHZj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoDv or overhang to sll is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIFTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - 1 X buck masonry construction g Astragal detols 9 Bill of Materials 8 Components d 74.5 MAX. OVERALL FRAME WIDTH - 1, Z O 5 m y x x Ll IU lit A rrrrr Isss ,,•`'. o E c N r^ D s' a SWING OVERALL. FRAME DIMENSION.- DESIGN 'PRESSURE (PSG WITHOUT SURFACE: BOLTS. WITH SURFACE BOLTS POSRIVE: NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 zz i Zu° DATE: 02124112 = scut: N.T.S. ° DWG. m: JK m pMwND NO.: FL-15036.9 " a sNEn 1 or 9 _" EXTERIOR Q'i Y' '•gam 2c_°+n43 44 ON •;// O 0 Z l INTERIOR 46 S` 9 0 o a i ma 1 HORIZONTAL CROSS SECTION CZ EW y 36.0"MAX. DOOR t PANEL WIDTH 2 J R 2g C3 p o EXTERIOR INTERIOR wu s a 4.11' m 7 0 o m I-1.48' cd 60 I 00 L a a O o e O 2 42 iOOZ P RAIL 45 LATCH STILE ^ V D P st 41 rq oo DOOR PANEL Classk salt - :::. •; ;.: e r z NOTE: WOOD DOOR COMPONENTS: OAK ISG >• 0.671 T '•+•?t`j' •^ 1 +tr 45 N—Z Za DATE: 02124112 °z_ W HINGE STILE 45 EOTfOMRA1L ScaL. N.T.S. F 2 VERTICAL CROSS SECTION DWG. BY. JK m a cw. n LFS 3 E DRAWING NO.: N FL-15036 9 c SHEET 2 or9 po — — I 1 2 1.1/'MIN. •( ". •. i n 4 4 EMB. jTYP.) A U203o c0g.` b e m ZA8v , 8 S u •i° 7 C 9 C WO21 INTERIOR $ 'm a `. 1 0 qj 0 3 Qy z ^ K, 3 2 3 .•v V S.:"J 3 3 C . o cc Ln drj{ z R EXTERIOR 10 H oN, 53 9 10 E m OH o61 4 HORIZONTAL CROSS SECTION 1-1/4'MIN, 3 Shown w/1Xsub-buck 1.1//'MIN. Ij o EMB. (TYP.) 3 4 $ EMB. (TYP.) &I444 D a a g C O.IS 0.15" C i C'SINK C'SINK }m L fTYP) PYP) L e • N N 6 a ' ' in g ° W W 071407 INTERIOR 7 INTERIOR m n z g 2R G _ W 2 2 N Z u K 10 EXTERIOR 40 13 40 EXTERIOR 10 10 K arc: 02 24 f 2 B 10 9 l 27 9 B SCALE: N.T.S. ° E E MO.Irf. JK m 2 CNK. M: LFS ; 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC17ON 3 HORIZONTAL CROSS SECTION °Ru vm NO, a E 3 Outsw ng shown -Inswing 3 Outswing shown - Inswing 3 Outswing shown - Inswing FL-15036.9 a also approved also approved also approved ° SNen 3 a 9 O 0 d o C a UU EXTERIOR INTERIOR 62 60 61 1 VERTICAL CROSS SECTION 4 also approved Ou p- g shwon - Um+Ang i 2 VERTICAL CROSS SECTION 4 Shown w/IXsub-buck rram' a Z O G v E a V ii U Y W mC a o EEZ LE, N.T.S. I• my: JK BY: LFS vwG NO.- FL-15036.9 cr or Iq m 1010 Y• ;'6 Lnn D r 11 1111 TYP. HEAD c 9 m "c w JAMBS o 620. MASONRY c 4• m d a L OPENING $ `c i d a cs ASTRAGAL o SHOWN FOR v REFERENCE m 2X BUCK ONLY m 7 m Y ofnUgIm0ak yZ6 m A V O ONN N 8W O O O a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. RUCK ANCHORING a a edge distance to mortar Joints. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to > maintain the min. edge distance to mortarjoints, additional concrete anchors = e may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. a ._ a43. Concrete anchor table: MIN. MIN. CLEARANCE MIN. CLEARANCE o_ _ o = N Z U DATE: 02124112 i ITW 7.8' 1 I I SEE DETAIL MASONRY — TYP. HEAD OPENING S JAMBS ASTRAGAL _ SHOWN FOR REFERENCE FRAME ONLY 2X BUCK F SEE DETAIL NP• SILL FRAME ANCHORING Masonry 2X buck construction Ion DP <e 48 PSF L r ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN:.CLEARANCE TYPE SIZE . EMBEDMENT TO MASONRY.' TO ADJACENT. ANCHOR' EDGE ITW 1/a" 1.1/d" 2" a" TA CON ITW c 3lfi" 3" 1.1/2" TAICON 1. Maintain a minimum 5/8' edge distance. I" end distance, 6 I"o.c. spacing of wood screws to prevent the splitting of wood. SEE DETAIL oz MASONRY TYP. HEAD n E z$ o wOPENING _ L JAMBS — R ? c e 7 maa ASTRAGAL _ SHOWN FOR `1 c FRAME REFERENCE ONLY O Omr- 2X BUCK F Nm SEE DETAIL ) SILL — x zzi08 o S FRAME ANCHORING HINGE JAMS Masonry 2X buck construction for DP > 48 PSF and OP <- 60PSF 2 2 63 9 K os N N 10 V, ZWW0 1 b V) k' k DETAIL 1 DETAIL 1 29 A 0. Attach astra aVsurface twit Attach astragaUsurface bolt n stoke plates to frame strike plates to frame HINGE DETAIL a as shown (Outswing) as shown (Inswing) a i 65 66 64 m - o 63 - M 02 24 t 2 i 27 sus• N.T.S. 9TEDETA' MO. Ire. JK m DETAIL 2 IL 2 wx. V.- LFS wrvnwc NO. Attach surface bolt Attach surface bolt LATCH i DEADSOLi DETAIL FL-15036.9 strike plate at the threshold strike plate of the threshold a Outswing) (Inswing) swm -L or 0 7.5" 3" — J MASONRY — TYP. HE OPENING A JAN FRAME St Q IX BUCK 51 — SEE DETA g w - 1 1 I ETAIL GAL — N FOR NCE 11 IL FRAME ANCHORING Masonry I X buck construction or DP <- 48 PSF O Lk rP 7.5' SEEDETAIL MASONRY TYP. HEAD OPENING S JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY _ LJ O 1XBUCK F SEE DETAIL TYP. 7 I I 1 1 SILL — 1 1 I FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor iocaffons at the comers may be adjusted to maintain the min. edge distance to mortorjolnts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarfoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4" 1.1/1" Y 4" TAPCON• ITW 3/16" 1.1/4" 3" 1-1/2" TAPCON° n vvv o,rtr•• u I. Maintain a minimum 5/8"edge distance, )"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP <- 6OPSF 2 67 4 63 63 L 64 DETAIL 1 DETAIL 1 Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame stoke plate to frame as shown (Oufswing) as shown pnswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate of the threshold Outswing) (Inswing) r g 3T 2 can N R • 1 a LIj E Z $ Z u cwa 3 maa om 3 L cc x jA 1 i M irZ =U 3 C yz W V G s O a K a` HINGE JAMB LATCH A DEADBOLT DETAIL uLL N.T.S. s*: JK C rn: LFS BMW M. FL-15036.9 n 7 or yT \\ N o Ij 8 G Z V U • Z E z$u 95.25 F maa00. T c18.88 18.38 20.63" 18.5 }- 11.38 -{ B u i Im I Ia to J 13 TYP. cro Ia 13 TYP. TYP. 13 ms c NW U O of K y m 3.25' 3.25" U U y T T TT ss 0.75 1.91' - 0.75 ` lI- 7 I 00 CZ? SEE NOTE 1 3 U 0.06. 3 N as 4 0a M. I I-- 0.13- c U NOTE: DATE: 02124112 ° 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALE. ° N.7. S. THE BOTTOM. wro. W. JK m cm. r+ LFS 3 DRAW G NO.: a N FL-15036.9 cN Y _ SHEEP OF 9 O r V'_n U1 c m Z.. Q'.O 6m i \. N ri In I / II 111 n z o F 2.36" a 0 x ZO { n E z 9.0 19 yp HEAD t SIDE R a aJambD4 z0c a F- — 2.20 --{ L 43 o U' R T I- 4.67 - I I1 tn tn J W z St n "j m 4 ao J1 EUMI FACE THRESHOLD LOW IROFIIE o o m - 0: mo 0 E a a 5.75 --I L w 1 00 r N N V 7- ALUM. SEIf ADJUSTING SADDLE THREHOID W w o In St u Z 00 4.56" F, 2.36" RgC G i J2- o = Z U Li ah 02124112 i swc N.T.S. ' owc. r+: X m' 2 J9 HI H WATER DAM THRfSHOID cwc rr: Lf5 3 tL d FL-15036.9 0 SHEET 9 or 9 0 1 BILL OF MATERIALS REM DESCRIPTION MATERIAL A IX BUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4- SHIM SPACE WOOD D 1 /4" X 23/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI3p1ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I/4" X 1-3/4" RW CONCRETE SCREW STEEL G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X T PFH WOOD SCREW STEEL L 8 X 2-1 /T PFH WOOD SCREW 1.15 MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4"PFH WOOD SCREW WHINGE TO FRAME) STEEL 13 IOXI-1/TPANHEADSMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 yD,/OOYIELD STRENGTH Fy (MIN.) Psi THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE 60 I /7' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .2S THK. STEEL STEEL 62 1/4-20 SEX BOLT W/ I/4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 10 X 2-1/7' PFH SCREW STEEL 65 3/16" X 2-1/4"PFH ITW CONCRETE SCREW STEEL 66 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3/4"PFH RYJ CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) t` fi+;sasarr, Lyndon F. Schmidt, P.E. 3. Calculations Prepared by `o-rl.'•1199C0 Signed & Sealed byo, Y" S •• (, J.• o Anchoring RW Building Consultants, Inc. (CA #9813) eg000'.•'yC, /'.':•, re yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4 9 -. n 4. Quality Assurance M Certificate of Participation issued by National Accreditation and Managemerli zt Institute, certifying that Therma Tru Corporation is manufacturing products 'G within a quality assurance program that complies with ISO/IEC 17020 and '. S i i t_ O r ; ; U Lyndon F. Schmidt, P.E. Q . • K! e FL PE No. 43409 Guide 53. . .t'•,'' n = e qo 10/16/2017 Sheet 1 of 1 i C < ; ? 1 •f ti n Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMANTRU" DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and Is In compliance with the 61h Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in the'HVHT' this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #39 under active doors and all sills used under sidelites meet water infiltration requirements for'HVHT'. 8. Inswing configurations and outsvdng configurations using sill Items #31 & #33 under the active door do not meet the water infltrotion requirements for the'HVHT'. Inswing units shall be installed (in the'HVHT') only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET DESCRIPTION I Typical elevations. design pressures 6 general notes 2 Door panel details 3 Sidelite panel details b Glazing detal 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B ame anchoring - I X buck masonry construction 9 Astragal details 10 Bill of Materials L Components lOS.S MAX. OVERALL FRAME WIDTH —{ Z Z O m x x 6 o" 00Li O 960u V 14 0 0 o= W SWING OVERALL FRAME DIMENSION DESIGN.PRESSURE (PSF) WITHOUTSURFACE BOLTS WITH SURFACE - BOLTS- .. POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 wrc:02124112 scar, N. T. S. owc. rn: JK LHK. By. LF'S FL— 15036.10 sH[a 1 or 10 aN 0 EXTERIOR S a n Dt ri II m 0R..= E u ii u INTERIOR 46 9 Oil mda 2 HORIZONTAL CROSS SECTION Q 36.0" MAX. 10 DOOR PANEL WIDTH 2 S Q c J Id EXTERIOR INTERIOR 4.1 I' 'E W 72 S Uu O L r- 1.18" . T— a e 1 T L T O 2 2 ror RAIL u H mL>: o 0 N N NZO 41 ui p H 1.1T 10 OOOR PANEL = Classic a NOTE: WOOD DOOR COMPONENTS: OAK (SG >• 0.67) -„ •' arc: 02121 12 scx N HINGE STIIF S EOrrOM RAIL 2: VERTICAL CROSS SECTION D.G.DNGeN.T. S. r; JK 2 C. K er: LFS DMwWG ND: FL- 15036. 10 SHEET _L 0! lO 9 4, 41 ;% 4 N 46 EXTERIOR 52 :.g6J` i n 13.75" MAX. /i [ `` V, d o 0 PANEL WIDTH 52 7.I T MAX. a a x= D.L.O. WIDTH " INTERIOR 51 g t W p 29 SEE NOTE 1 5 p o a 18 46 a maa 1 HORIZONTAL CROSS SECTION a 3 8a GLASS T GLASS 26 23 a BITE BITE o o 23 1 /2" MIN. 26 1 /2" MIN. oo w m 25 GLASS THK. 25 GLASS THK. I s a zcdm_ EXTERIOR 22 EXTERIOR 22 W C IWn 25 1 /8" 25 1 /8" m W " p v /. 1 TEMPERED TEMPERED o C' 3 GLASS GLASS o ' O EXTERIOR INTERIOR a AIR SPACE AIR SPACE ( S^' INTERIOR 24 TEMPERED INTERIOR 24 TEMPERED T In GLASS GLASS 25 29 25 18 N N GLAZING DETAIL O GLAZING DETAIL d iz G I S Inwlated glass w/ G I .5Inwlated glass w/ w o smc lite I%dn! pvc fife home 18 29 0 SEE NOTE 1 22 D= 2413 ^ 50 SIDEIlTE PANEL _ c NOTE: WOOD SIDEIrTE COMPONENTS: PINE (SG>• 0A41 rI I I I 51 NOTE: I 1--1Ly —i I 1.53' i a tt: 02124112 i 1. Spacing for item # 18 3 029 (lite frame screws( Is o scut N.7.5. as follows: From the bottom up on sides: 6.5, with SIDELRE TOP L0. BTM. SIDELIIE Lf 7) more spaced at 9.88" o.c. there are (2) screws 51 Rall SY DWO. m• JK to both top and bottom 2.13" In from each corner. CHX. Dr. LFS ; 2 VERTICAL CROSS SECTION DRAMUG No.. a 3 FL— 15036.10 0 SHttr —L or 10 0 9 1 SEE NOTE I vv Nt 14 50 in, INTERIOR 4 L EXTERIOR 20 e 0.15" SINK PP.) B C 1.1/4. MIN. 1 HORIZONTAL CROSS SECTION vv D f/ 21 O 2 4 0 0 3 a, 4 D bl EMB. (TYP.) Q Outswing shown - inswing also approved 5 3 b b 6 NOTE: 1. The sidelite is direct set Into the jamb with (12) item #M (#8 X Z' PFH wood screw). There are (4) of each vertical jamb from the top down at 13.5", 31", 48.5" S 66". 2 HORIZONTAL CROSS SECTION q Oufswing Shown - Inswing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION q Outswing configuration OTE 1 INTERIOR 4 EXTERIOR 1.1/! MIN 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck EXTERIOR INTERIOR 0.15" C•SINK TYP•) 41") JJj t% M till 11% o E gy O a x z { z$ a 9 CWii ri 3i a aca mda r14 0 gEg Eo = Li 8 9d Or N tn ZC. Ftn J t4 W 0 vW' 20 U o 0 n n SEE NOTE I 4 HORIZONTAL CROSS SECTION 4 Inswing configuration m. BY: JK I try: LFS CYNIC NO. FL-15036 10 crr 4 of 10 IL 11 2 5 O U 19 a, EXTERIOR INTERIOR 62 60 61 1 VERTICAL CROSS SECTION Outswing shwon - inswing also approved is. sheet I Intltratlon 61 v; 62 INTERIORVERIOR see general notes, sheet 1 for "HVHZ" Water Infiltration requirements INTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck tar' req in its Ot Z Q oa maSi N Z e c u x Z{ E 9 ou C W 2 r oa i 0 MIL A 14 C 4 c 10 Li ALL NJ S. M. elf: JK IK. ar: LFS AWWG NO.: FL— 15036.10 ccs 5 or 10 50 M . F//7// 0 SEEN TE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 OutsvAng shown - Inswing also approved INTERIOR EXTERIOR SEE NOTE I I M mPow,%%• - - 3 VERTICAL CROSS SECTION d Outswing configuration EXTERIOR; SEE NOTE I m INTERIOR 5 VERTICAL CROSS SECTION d Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION d Shown w/IX sub -buck 25OyI1bYI• N' J P vw f ;\\ L O N ri t\\ lllll *f oom V Nbm E c90 maa 14 00v Li Sd NOTE: I. Anchors asi y thru head and sill of 4" in from each corner end. d VERTICAL CROSS SECTION d Inswing configuration Au: N T S to UY: JK IK. fr LFS AWING MO.: FL— 15036.10 CET _L OF 10 I 1 F z 2 L G 6 MASONRY OPENING D TYP. HEAD 3 JAMBS ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE 2X BUCK ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: L U TO ANCHOR ANCHOR MIN: ' MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT PO MASONRY TO ADJACENT: EDGE ` ' ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON• ELCO • 1/4" 1.1/4" 1" 4" ULTRACON ITW • 3/16" 1.1/4" 3" 1.1/2" TAPCON UULJ 3L.RCI•F IMFALLA11UN I UICJ. 1. Maintain a minimum 5/8" edge distance, I" end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. s MASONRY OPENING FRAME 2X BUCK I ASTRAGAL STRIKE JAMB A 11 63 DETAIL 1 Attach aslragal/surface bolt stoke plates to frame as shown(Outswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) I I I SEE D E(AIl II I FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 63 L 64 DETAIL I Attach astragal/surface bolt strike plates to home as shown (Inswln8) 64 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Inswing) 28 L L 27 LATCH i DEADBOLTDETAII HINGE DETAIL a rr 7 \ 0 0! q n m o o 0 8N•:= E z u c° 55 i W j c-o z L M 02124112 i ALE: N. T. S r 1G. BY: JK i nc. er: LFS s AMINO NO - G FL- 15036.10 Ear 7 OF 10 n a o to E z$OU MASONRY 5 i 0. OPENING 9 c o a 28 o= i z FRAME x x u (xO Ev 27 ^ ?i o m =U L U> mT -: r, 7 o 1XBUCK H UTCHiDEADBOLTDETAIL I o C o a a 9 11 Im 12 10 `` 10 NN N W W O to HINGEJAMB u ASTRAGAL STRIKE JAMB FRAME ANCHORING 102 Masonry I X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: a aI. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morforjolnts. > 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to G 67 = maintain the min. edge distance to mortarjdnts. additional concrete anchors 65 66 2 63 Tzmayberequiredtoensurethe'MAX. ON CENTER"dlmenslon are not exceeded. 64 63 3. Concrete anchor table: DATE 02 24 } 2 VVETA'I'L2 G 64 63 N.T.S. 2 DWG rr: JK DETAIL 2 DETAIL 1 DETAIL 1 DNK. F: LFS Attach surface bolt Attach surface boll Attach gstra of/surface bolt Attach ostrogal/surface bolt o..w Kc No.. WOOD SCREW INSTALLATION NOTES: stoke plate of the threshold stoke plate at the threshold strike plates to frame strike plates to home FL-150J8. } 0 1. Maintain a minimum 5/8" edge distance, I"end distance, d I' o.c. spacing of (Inswing( (OUtswing) as shown (Inswing) as shown (Outswing) wood screws to prevent the splitting of wood. sMcn 8 or 10 71 I I I I I I I I I I SEE DETAIL I I I TYP, HEAD B• JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N P TYP. SILL SEE DETAIL T ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT., EDGE ANCHOR ITW 1 4' 1.1/1' r TAPCON lTw 3/u" T.I/• r T•T/r TAPCON U• VzOP i* i \ i Pr1 9\\ N : 2 11 C m O 1 1111 PI) .: _ R' o O p Z V Lm CW 95. 25' m K 5 q L imO. O. 18. 38" 20.63' 18.5 14.38' —{ i! cO 3 o Z Y$$ gI lO 3 13 TYP. OO o 0 13 TYP. TYP. 13 ni W i m V V1 O pO 4. 5" 4.5" N m 3. 25* 3.2S U U mLO 2' z• US" ss o SEE NOTE 1A-410.0c as 4-- 0.13- W = ASTRAGAL DffAll o_ o z N I O U ZNOTE: WE: 02124112 = 0 svai. N.7.5. I. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. OwO. BY: JK m OHK m. LFS 3 OMWWG NO.: ¢ N FL— 15036.10 0 SHED 9 OF 10 G BILL OF MATERIALS REM DESCRIPTION MATERIAL RFM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1/4" SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME SMC PVC D 1 /4" X 2-3/4- PFH ELCO CONCRETE SCREW STEEL 24 1/4' INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1/4" X I J/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. I,OMM SCREW STEEL J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 118 X 2-1 /2" PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M t18 X Z' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N I/4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAllS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6.000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .097" THK. STEEL 4$ BOTTOM RAIL COMP. 10 q 10 X 3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE I 1 3/B" x 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELTE PANEL - SEE SIDELTE PANEL DETAILS SHEET FOR DETAILS 12 k10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDELTE TOP S BOTTOM RAIL COMP, 13 q 10 X 1-I /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 I" L. X ,041T' DIA. BRAD TRIM NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC 61 IVES SURFACE BOLT g454 8.0" L. X .25"THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1 /4-20 SEX BOLT W/ 1 /4-20 FEMALE END x I-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 p6-IBXl-3/4"PFH SCREW STEEL 64 A10X2-I/Z'PFHSCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/16" X 2-1l4"PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG>=0.42 WOOD bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3.3/4"PFH ITW CONCRETE SCREW STEEL N:: z Qri C Rf L u a ``` N •; V x = J n Ew zzm°U Ri$ gc7mda12 s 0z D sa szo wW m 1J 00 m 1 0 o n a k55m C 00 N N P o I- L56" t v 2.12 --j 2.20 — -1 o n 1 00 I T I I as o 2.38 --I 7 F- 4.63" HEAD IL SIDE OUTSWI G SIDEIlTE 19 20 I6 EUM FACE THRESNOIJ) LOW RO IlE - - ¢ o11Jamb 2.57' Spacer 31 c - 2.IS . { III•• 236' 4.56' r1.6(i ---I 1.69" "- 1.61i --' 5.75 u 5r, L rTi• L ` N.T.S. M Dwc. w: JK m L-1 D.53 --I I -- T S3' T t y D« BY: LFS ; LASTIC U UTE FRA E NSWING SIDELITE PLASTIC U/ lJ1E FRAME FL-15036.10 „ 39 HIGH WATER DAM THRESHOLD NO- 23 SMC iS Spacer 26 pvC fn JJ SEIf ADJUSTING SADDLE REHOID N s Err 10 D< 10 O 112/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map dba r Product Approval USER: Public User4-0 Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 qzProduct Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 t; Date Pending FBC Approval 08/15/2017 https:/Am,Ay.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtH8572gvd Vvldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.Ddf 15332.2 I SERIES 420 ALUMINUM SGD; I SEIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x80" NOW Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00498E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes, Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510805D.odf RATINGS, Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512968C.odf 15332.4 SERIES 420 ALUMINUM SGD- I SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96 REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02249C.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE, FL15332 R4 AE 512969C.Ddf, RATINGS, Created by Independent Third Party: Yes, REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.odf RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510806D.Ddf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 1I 08-00501E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510808D.Ddf 15332.8' SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON REINFORCED Limits of Use Installation Instructions 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E,Ddf Approved for use outside_ HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No, Created by Independent Third Party: Yes Design Pressure: N/A' Evaluation Reports, Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE) FL15332 R4 AE 510809D.Odf, RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL35332 R4 II 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL35332 R4 AE 510810D.Ddf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a llcem under Chapter 455, F.S., please dick here . Product Approval Accepts: a R RR o Credit Card Sate https://floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQvADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwPRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM, 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA• 33KSI OR ALUMINUM 6063-TS .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 I NOTES - 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I REY I OCSCWTION I DATE I AVPRWM 1 I A IADDED CHARTS 103/05/12 IR.L 8 REM O PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION OETNLS 07/30/15 R.L. I E I REVISED INSTALLATION DETAILS 1 06/20/17 1 R.L. SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 111111nl,A,, 650 WEST MARKETSTREET J\? RE1ETGRATZ, G N Sic•: P _ 0„6261 * = SERIES 420 SGID 96" X 80" NON —REINFORCED NOTES S E tam1 ; TAT OF P 'cZOR10P• ': DXM Orc no. RLv F.A. 08-00r498 E SS ONA"t G`` PLUISR. Lomas .E. FL No.: as 1>ArENTS 02/23/09 1 OF 10 L. ROBERTO LOAAS PE. 142'W000FORARDLEMSWLLE.NC270Y9 4'N.688-O 9 rnornasf a mm 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART fJ3 FOR NUMBER OF LOCATIONS REOUIRED 17' r6" MAX MAX O.C. I 6" MAX 6 MAX 17' MAX O.C. O X 80" 1 MAX FRAME / HEIGHT / 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS aT AND /2 FOR OTHER UNITS RATINGS NOTES 1. MAXIMUM PANEL SIZE., 481/Yx 79• 2 MAXIMUM D.LO.: 44 Srx 74 &r HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (PART r99-04-145) LOCATED 38 39-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 899-17-195) AT EACH EN D OF PAN EL BOTTOM RILLS RLV SO's DE504P110N DATE APPR,K, ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/3D/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART rl WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. I Design pre=r0 chart (pso Frone Sing10 Panel and Total Fraro Width in) HDlyht 30.0 36.0 420 46.D M) 60.00 7200 34.00 96.00 Pas Nog Pas Nap Pas Nag Pos Nog 80.0 40.0 55. t 40.0 48.2 40 0 43.4 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE 1S NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Frame 5np Panel alld Total Frame Wldth (in) HIIk" in) 30.0 36.0 420 48.0 60.00 72 00i 84.00 96.00 Pos Nag Pos I Nog Pos Nog Pos Nog 80.0 55.1 1 55.1-1 48.2 1 482 0.3.4 43.4 40.0 40.0 CHART R3 Number OT anchor loco dons required Frame SingIo Panel and Tdial Frame width (In) Fbight 30.0 1 36.0 420 4A0 60.0 1 720 84.0 940 HaS I Jamb I H8,5 I Jamb Has I Jamb I HaS I Jamb 80.0 4 5 5 1 5 1 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F.A. 08-00498 VALE NTS DATE 02/23/09 -2 OF 10 L ROSERTO LOAtLS P.F. 14M WOODFORD RD IEWISVILLE, NC 270M 434-6ae•0609 r0urtu,Okb.IVW.tarn SIGNED: 0612012017 N STAT25E OFOF' F OR10P • 0NA 11av` LuI3 R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX 17• MAX O.C. 80 MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART d4 FOR NUMBER OF LOCATIONS REOUIRED 17' rc. 6' MAX CHART 84 Number a/anrh0r Iou Uonx rapWrad keno SYOo PwW ono Total UU WBh (1n) a 1h) 3Q0 310 420 4L0 BQO HLS Jamb TLO HLS AmD Nu.O His Jamb 060 HLS Jamb SERIES 420 SGO EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACTRATING SEE CHART #4 FOR NUMBER OF 40.0PSF NONE LOCATIONS REOUIRED SEE CHARTS #T AND - SHEET2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 12' x 79' 2 MAXIMUM D.LO.: 44 W x 74 &r HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART 09944.145) LOCATED 38 3I4. ON CENTER FROM PANEL 1) METALLIC TANDEM ROLLERS (PART M-17-19S) AT EACH END OF PANEL BOTTOM RA(LS REWSONS DCSCFWn" DATE APPROVCD ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0L1111I1/////J J S Ft. toGRATZ. PA 17030 r, E IV qs 0 61 * _ SERIES 420 SGD 96' X 80" NON —REINFORCED 9FINELEVATIONA TAT OF • , 1OR10';• : ONA11 G` DCAwR: owC No. 08 E sous NTS DATE s'T3802/23/09 OF 10 Luis R. Lomas P. . L. ROBERTO LOMAS PE. 1432 WIDOOFORD RD LEWISVILLE• NC 27023 434-g846Og l0owusQihWmapa.mm - FL Na.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM R10 WOOD SPACE SCREW d10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 II II II INTERIOR VtHIICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUATK)N NOTES: I. INTERIOR AND EXTERIOR RNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT T- 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT MIN. BENT MIN. 6—CE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L ' INTERIOR t.-- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: Drc NO. F.A.08-00498 ALE NTS DAT' 02/23/09 —4 OF 10 L ROBERTO LOMAS P.E. I-LV WOOOFORD RD LEWISV4LE NC VIM) SIGNED: 06/20/2017 09GNSFd' A TTAAATTE OF ;,u, i /'0NA' hil;LE Luis R. Lomas +P.E. FL ND.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE p 1 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR It II II II INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2- MII EDGE DISTA IL 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV DCZFuP00N DATE APNIC'/ID A ADDED CHARTS 03/05/12 ILL B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/D6/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTAUATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 scALF NTS I DATC 02/23/09 —5 OF 10 L ROBERTO LOMAS P.E. AV WOODFORD RD LEWISVILLE. NC 270a 434-6/8-0009 r4wMasOkb-ow.c SIGNED: 0612012017 ter, •G E N S;'9iP 0 51 *= DE OF ; 0RL0* S/ONA 4 `\`` Luis R. Lomas P.E. FL No.: 62514 ACN40N5 1 1/2- MIN 1" MIN. REv DESCFPrroN GATE APPROYM SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L. a • : C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. n 1 1/4- MIN. n• EMBEDMENT D REVISED INSTALLATION DETAILS 07/30/15 R.L.R. 4 CONCRETE / a` 1 1/4" MIN. EMBEDMENT E I REVISED INSTALLATION DETAILS 06/20/17 R.L. MASONRY BY OTHERS 1 4 MAX._ L SPACErSHIM OPTIONAL 1XTOBUCK1/4' MAX. V BE1- SHIM SPACE PROPERLY SECURED MIN. EDGE I IINTERIOR SEE NOTE 3 DISTANCE SHEET 1 3/ 16- TAPCON I I 3" e MIN I ! EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN o A BED OF APPROVED SEALANT 3/16- TAPCON 3/ 16- TAPCON EXTERIOR CONCRETE/ MASONRY BY OTHERS MASONRY/ OPTIONAL t X BUCK JAMS INSTALLATION DETAIL CONCRETE BY OTHERS TH0ETO BE PROPERLY CDNCRETE/MASONRYINSTALLATION SECURED SEE NOTE 3 SHEET 1 a, 1 1/4- MIN. NOTES: e-• EMBEDMENT T. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. a NOT SHOWN FOR CLARITY. 4' • .• 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4 DESIGNED W ACCORDANCE WITH ASTN E2T 12 SIGNED: 0&20/2017 2 7/8- MIN 1- MIN. SEPARATION EDGE DISTANCE MI WINDOWSLLC 1IR L 0VERTICAL CROSS SECTION 6SODW MARDKETD STOREET GRATZ, PA 17030 S IV• G E N S 9%p CONCRETE/ MASONRY INSTALLATION SERIES 420 SGD tit: a 1t X 80' NON —REINFORCED FRAME FRAME INSTALLATION DETAILS A $TAT OF o11AV IMG N. iisS ONA O8-00498 E I1ATE NTS02/23/09 6 OF 10 76?G`. rF,ILIen L ROBERTO LO :P.E. 4= WOODFORD RD LEWIS VILLE NC 27=, 434, 68"M GomrQlYdarurgr mm Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING 1/2 MIN. OR 2X BUCK EDGE DISTANCE BY OTHERS, 1 3/8' MIN. EMBEDMENT 1 3/8- MIN., EMBEDMENT 1 /4' MAX. SHIM SPACE T- 1/2' MIN. 110 WOOD EDGE DISTANCE SCREW l EXTERIOR INTERIOR y10 WOOD SCREWS IE SET IN APPROVED SEALANT 10 WOOD SCREW ID FRAMING 12X BUCK BY OTHERS MIN. RENT MIN. LuuL DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM EZ 112 WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISONS OESCWVT,ON HATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR 16— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: — - F.A. I . 08-00498 s uc NTS D"'E 02/23/09 IsKET7 OF 10 L ROHERrO LOMAS P.E. 14= WOODFORD RD LEWISVN.LE NC 27= 474-SU-0602 mamr+l spy .c SIGNED: 06/20l2017 IL/0,,,,/ GEN0. St'9iP i TAT E OF PF• 10R101'. Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR iILL TO BE SET IN L BED OF 1PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE 00 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. SHIM SPACE REVISIDRS DCSCRID110N MTE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. INTERIOR t__ EXTERIOR JAMB INSTALLATION DETAIL 1 METAL STRUCTURE INSTALLATION SIGNED: 0612012017 MI WINDOWSLLC IILOREETDOORS650STREETMARKET i GRATZ. PA 17030 0 6SERIES420SGD 96" X 8NON—REINFORCED FLANGE INSTALLATION DETAILS f ATE O* `=zF O. PF ' [ 0 R1; • DRAWN-. owc Ro. REV F. A. 08-00498 E isS ONA1IENG\ NTST8 ' 02/23/09 OF 10 Luls R. Lomas P.E. L ROBERTO LOUILS P.E. 1432WOODFORDRDLr: WISLmu;Ncr7= A34488. OM rM+usQtrlomagrra FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN 1' MIN. SEPARATION EDGE OISTAiJCE a 1 1/4' MIN. EMBEDMENT 1/4" MAX, SHIM SPACE EXTERIOR 2 7/8' MIN SEPARATION VERTICAL CROSS SECTION CONCRETE7MASONRY INSTALLA77O 3/16' TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT MIN. •' EDGE DISTANCE 3" MIN SEPARATION . v .. . RD/BIOS DESCMPT04 DATE APPROVED ADDED CHARTS 03/05/12 R.L. RENSED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 FILL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. , 1 /4' MAX. FSHIM SPACE INTERIOR 3/76' TAPCON `- EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYWSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, r NOT SHOWN FOR CLARITY. A Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE a 1 1/4 ' MIN. DESIGNED IN ACCORDANCE WRH ASTM E2112 EMBEDMENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1" MIN. GRATZ, PA 17030 EDGE DISTANCE SERIES 420 SGO 96" X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DxG No. F.A. 08-00498 wu> NTS DA" 02/23/09 sN 9 OF 10 L ROBERTO LOMAS P.E. r 1422 WOODFORD RD LE WISNLLE NC 27022 438485.0609 dbnAa2@*b=pr " SIGNED: 06/20aO17 to G E lY S%c, 0 61*' E OF : O , LuFs <0RvD G4 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS g8 WOOD SCREW 1 1/4- MIN. EMBEDMENT v I APPROVED SEALANT BEHIND FIN 7/I6• MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN g8 WOOD SCREW 7/16" MIN EDGE DISTANCE 1/4• MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE BY OTHERS 1 1/4• MIN. TRIM EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4' MAX, HOOK STRIP rL SHIM SPACE EXTERIOR INTERIOR 2X BUCK OR WOOD FRAMING BY OTHERSHuTRIM VERTICAL CROSS SECTION INTERIORWOODFRAMINGOR2XBUCKINSTALLATR7N FOR SILL INSTALLATION SEE SHEETS•4-9. HOOK STRIP NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REMS 0 6 OLSCI0P110N DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FlN I suuAT10NS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS 1/2• MIN. EDGE DISTANCE HOOK STRIP 10 SELF DRILLING ZNSCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2• MIN. EDCE DISTANCE 1 3/8' MIN. EMBEDMENT 010 WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCKhVOOD FRAMING n - 1 1/4• MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE - PROPERLY SECURED 3/ 16• TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY) CONCREM MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS CRAVM: DW N0. F. A. 08-00498 sour: NTS I D"TE 02/23/09 1 sLEET 10 OF 10 L ROSERTO LOU&S P E. 1432 WOODFORD RD LEI4SVILLE. NC 270Y1 44dE 4 09 /AXaSQAhbm p..a SIGNED: 0612012017 oENSF9s A TAT ccE O F ; 4, 0R% Dt.•G\\. SIONA;;S"'' Luis R. Lomas P.E. FL No.: 62514 R5 Rro ul SOR11M N are Araawco A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. •. NOTES: B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH C REVISED INSTALLATION DETAILS 06/21/17 RL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE RIO WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF Ca0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 THICK SIGNED: 06l21/2017 048- MINIMUM15. APPROVED CONFIGURATIONS: OX, XO. XX, XP, PX, XIP, PIX MI WINDOWS AND DOORS LLC tttt111rYAAA 650 WEST MARKET STREET `S ft' L O ii GRATZ, PA 17030 v, VGEMSF9S SERIES 420 SGD REINFORCED WITHOUT ADAPTER —1k• 0 61 * = 96' X 96' TABLE OF CONTENTS NOTES oTATE 0P ,cc\ per. SHEET NO. DESCRIPTION V. owc U8-02249 RLv ii;A • ZOR1OV •G\ C ,s/1Ol IIn11t0?\` 1 NOTES suss NTS °"1L t0/30/13'1 OF 70 2 - 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS L. ROBERTOLOMASP.E. Luls R. Lomas P.E. T114WOODFORDRDLEV4SVILLF. NC27029 434-666- 0"9 nn14 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 93 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17' MAX O.C. I 6' MAX 6' MAX 17' MAX O.C. 96" I - MAX FRAME HEIGHT SERIES 420 SGD REINFORCED 1NTMOUTADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATINO t35.OPSF NONE SEE CHARTS II AND 82 FOR OTHER UNITS RATINGS NOTES. 1. ' MAXIMUM PANEL SIZE: 48 1/2• x 95• 2. MAXIMUM OLO.: 44 S'8•x 90 5,8' HARDWARESCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314. ON CENTER FROM PANEL BOTTOM METALLLC TANDEM ROLLERS (99•17.1951 AT EACH END CF PANEL BOTTOM RAILS JMINUM 6063•T8 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHARTII WHERE WATER INFXTR4TION RESISTANCE IS REQUIRED. ems Doslgn preswro chart (pso Shgb Portal and Total From vvjd (In) Haigh1 30.0 1 36.0 420 4d0 h) 60.00 1 7Z60 Do 9Eoo Pas I Neu Pos Nag Pas Nap Pas No0 84.0 40.0 584 40.0 50.9 400 45.7 40.0 42.0 ado 10.0 1 55.2 40.0 48.0 400 43.0 39.4 394 920 40.0 1 5Z4 I 40.0 15A 40.0 40.6 37.1 37.1 a6.0 40.0 a9.6 10.0 a3.1 38.4 38.4 35.0 35.0 CHART A2 WHERE WATER INFJLTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design prottsura chart (ps0 Fraao Str1BIa Pand OW Total Framed n In) Hoght J0.0 JOL 42.0 46.0 h) 60.00 7200 6400 ad00 Pas Na0 Pas I N40 Pos Mao as moo 640 6e.4 5d4 1 50.9 45.7 45.7 42.0 420 Sao 5E4 53.2 48.0 48.0 43.0 43.0 39.4 39.1a20fi21allSta16.4 4j,4 40,8 40.8 77.t 37.19d049.8 I 47.1 1 43.1 1 3a.4 1 35.4 35.0 35.0 N=bOF or anCDar/OCO flans rooulrod Frarro ShOIO Pard W4 Total Fraffa Wlath h) NOW 30.0 1 3E0 1 42.0 48.0 in) 60.0 720 640 9d0 HdS Jamb HiS J4m0 kiS J4m0 HLS J mD 840 4 6 5 a 6 6 B 6 d6.0 4 8 5 6 6 6 6 6 a.0 4 8 5 8 8 6 B 6 ado 4 6 6 6 6 6 6 6 11LV1510r6 DTSCRW MN DATE APPROVED ADDED FLANGE AND FW 045TAlUTION 12/10/13 R.L. REVISED INSTALLATION OETNLS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 RL MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" ELEVATION V•L I 08-02249 s;aLc NTS I D"TE 10/30/13' 1 S'W2 OF 10 L ROSERTO LOLt4•S P.E. 1432 WOODFORD RD LEWLSVRLE. NC 27D23 1J4.668-o6D9 r0ornas lrlpmssp.ran SIGNED: 0612112017 RE )L 04fr, G NSF ,tP AAA Y OF Luis R. Lomas P.E. FL No.: 62514 A FF HE 98' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART H4 FOR NUMBER OF LOCATIONS REQUIRED t7' MAX6' MAX O.C. —I 6- MAX 6' MAX 17- MAX O.C. 6' T—' AX LME CHT 6- M" 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS 01 AND s2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 36 3M" ON CENTER FROMPANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS 1M INUM 6063-T6 REINFORCEMENT (US) AT ALL PANEL INTERLOCKS REV I DESCR non DATC I APPRWM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2' x 95" 2. MAXIMUM O.L.O.: 44 SM"x 90 SB" CHART" Numborolanebor loeatlonwrooulrod Frartn Slob POnol a l Toml LLnit WIOIh (in) MOON In) 30.0 3Q0 1 0.0 720 HQS Jamb H4S lamb 84.0 a 6 5 6 JambH!S DQO 4 6 5 6 920 4 6 5 8 0Qo a 6 5 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION opA K- NO. RONC V.L 08-02249 soul NTS 11ATE 10/30/13 s 25 OF 10 L ROSERTO LOMAS P.E. 1492 WOODFORO RD LEMSV# LE. NC 27= 434-6eea609 xlwn42owl pa. SIGNED: 0612112017 N\\JCS ` ! TAT 6EOF : w R %Fs O1Dt G\' LtE?\\\\ Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. II EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBEpMENT BY OTHERS 1/4- MAX. SHIM 010 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALUJT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT IIN, CVOG VIJTANCE RCVISoRS REV DESCFwnoN DATE APPROMI) A ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTAUATION DETAILS W103115 R.L. C REVISED INSTALLATION OETA4S 7./21/17 R.L. 1 3/8- MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2' MIN. EDGE DISTANCE fll .; ff10 WOOD SCREW EXTERIOR WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES A20 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FRAME INSTALLATION DETAILS opmft arc Ho. R V.L 08-02249 suuE NTS D"TE 10/30/13 —4 OF 10 L. ROBERTO LOA"s P.E. 14W WOODFORD RD LEKISVILLE NC 27070 41r4d -ww rQw--Vw +urpr.m SIGNED: 0612112017 R I to E N SFq P D, bQ51 1r = TA OFOF O IFS-.ZORVD. G?\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. j EDGE DISTANCE g r SHIM SPACE d 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 7- 1/2' MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVOGNS Rd DCSCRFr" DATE APPRMM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OE/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 /4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FRAME INSTALLATION DETAILS oRArN: arc n0. R V.L 08-02249 scu[ NTS OAT' 10/30/13 s"TiT5 OF 10 L RODERTO LOMAS P.E. 14 12 41OODFORD RD LEWISVP LE, NC 27027 d3A-=ac® mom sV*ign cm SIGNED: 06/21/2017 J\ 5 R I IL ll0 //i Te 45 n, F 0RIOr• 2 sS/ONA `1F" G\ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE 1 1/4' MINEMBEDMENTF* I CONCRETE/° I MASONRY BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1% BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ' 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN A BED OF APPROVEDESSEALANT b_vlswNs DCSUiP1gN DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETNLS OB/03/15 R.L. REVISED INSTALLATION OETALs 06/21/17 R,L_ 1 1/4" MIN EMBEDMENT 1 1" 1 .. v 1/4" MAX. SHIM SPACE MIN, EDGE DISTANCE 3. v MIN SEPARATION v INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1% BUC CONCRETE/MASONRYINSTALLATION K TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 i- NOTES: a, 1 1/4" MIN. 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a•.. • .• ., ' EMBEDMENT NOT SHOWN FOR CLARITY. u • 2. PERIMETER AND JOINT SEAIAN>•BYOTHERSToBEa • • DESIGNED IN ACCORDANCE WITH ASTM E2712 MI WINDOWS AND DOORS LLC 2 7/8" MIN SEPARATION 1• MIN. EDGE DISTANCE 650 WEST MARKET STREET GRATZ, PA 17030 VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT 'ADAPTER CONCRET&MASONRYINSTALLATION 96" X 96" FRAME INSTALLATION DETAILS OPWX. OMC Np, R V.L 08-02249 WALE NTS I -TE 10/30/13 5M0ET6 OF 10 L ROBERTO LONAS P.E. 14V WOODFORD RD LEWISVO.LE NC 2700 434418•0609 doff asv&bnuspw. SIGNED: 0612112017 J\D fi12511 pTATE OF a— O 0RIDt Luis R. Lomas P.E. FL No.: 62514 1/2* MIN, EDGE DISTANCE WOOD FRAMING 1 3%8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM SPACE B10 WOOD SCREWS EXTERIOR LJf L- f INTERIOR TO BE SET IN OF OVER SEALANT IF10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. - I, INTERIOR AND EXTERIOR FINISHES. BYOTHER% NOT SHOWN FOR CLARIY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN ASTM E2112 1 3/8- MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE e10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS O LS DESCRVI1pN DATE I wPW M ADDED FIANCE AND FIN INSTNIATION 12/10/t1 R.L REVISED INSTALLATION DETNIS 08/O3/15 R.L REVISED INSTALLATION OVAILS 06/21/17 R.L. 1/4- MAX. SHIM SPACE 1--1 INTERIOR X EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. 7111urrrr 5 R' LO ii• PA 17030 v .'pENs 1 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS TATE F a- 0 DRAWN: oWc tuv t`S;c<OR10r•G'`. V.L 08-02249 C ONAIItIIIl1\\\\ scut NTS DAt< 10/30/13'7 OF 10 LROAERFOLONA.SP.E. 1432 WODOFORD RD LEW1SVU F NC 27D73 Luis R. Lomas P.E. cu-snaaw 'Aw-nO ft..voc FL No.: 62514 1/2* MIN. EDGE ^ DISTANCE METAL STRUCTURE BY OTHERS 0110 SMS OR SELF DRIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4• MAX. B I SHIM SPACE b10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RV I EMI DATE A PRO= A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OL/OS/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS V.L. 108-02249 soar NTS lof 10/30/13 —8 OF 10 L ROBERTO LOMA&PE. 1432 WOODFORD RD LEWISVILLE NC 27= ayldEA-0cog n dnas®trwmasp.mm SIGNED: 0612112077 E N TAT 6E OF0 i F LOR10• Ss/ ONA 11E G` Luis R. Lomas P.E. FL No.: 62514 1 1 /2- MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. CONCRETE/ a: ' EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACEOPTIONALF IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 r3/16" TAPCON EXTERIOR L_ L J INTERIOR SILL TOIN A BED OF 3/16" TAPCON I I IW ICI I r APPROVEDESSEALANT MASONRY/ CONCRETE BY OTHERS s 1 1/4' MIN. EMBEDMENT a• 2 7/B- MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE4AASONRY INSTALLATION 1 1/4- MIN, EMBEDMENT MIN. EDGE ` DISTANCE MIN. SEPARATION a 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLVWONS REV DESCRPTON DATE MAROYm A ADDED FLANGE AND FIN INSTAlLAT10N 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. - 1/4 MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRE7E,M4§0NRY INSTALLA77ON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, - NOT SHOWN FOR CLARITY. ' 2. PERIMETER AND JONVT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREETLO,Ij i I1I1111rIII GRATZ, PA 17030 v .G E N o, -Fri/ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96- X FLANGE INSTALLATION DETAILS x; TAT OF 0,• AL0RIDDRAw1c V.L oYC No. RCLv 04c, 29 G\`\ srANTS o`E 10/30/13LL 9 OF 10 1`\`` tON'111A10L ROBERTO LOMAS P E IUZ WOODFORD RO LEWISVILLE, NCZ7022 Luls R. Lomas P.E. 434488- 0609 FL No.: 6251 A WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED - SEALANT BEHIND FIN p8 WOOD SCREW J 1/4 MAX I r SHIM SPACE 7/16- MIN EDGE DISTANCE R.YWONS REV DESDpPfION DATE APPItOYM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETALS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/2t/17 R.L t 5/8' MIN. J EDGE GIST. TRIM ° INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" JAMB INSTALLATION DETAIL EXTERIOR) WOOD FRAMING ON OR 2><BLICX INSTALUT/ON PANEL INTERLOCK HOOKSTRIP INSTALLATION APPROVED MASONAYICONCAETE SEALANT BEHIND FIN 1 1/4- MIN. 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 1/2 MIN. B8 WOOD EMBEDMENT DISTANCE EDGE DISTANCE SCREW WOOD FRAMING TRIM BY OTHERS INTERIOR TRIM 1/4 MAX• SHIM SPACE 1 3/8- MIN. INTERIOR 7/16' MIN EMBEDMENT EDGE DISTANCE HOOK STRIP HOOK STRIP SC10REWELF DRILLING it0 WOOD SCREW EXTERIOR PANEL INTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION EXTERIOR HOOK STRIP INSTALLATION METAL STRUCTURE 2K BUCKANOOD FRAMING SIGNED: O6/21/2017 MI WINDOWS AND DOORS LLC 1+IIIlu/rr 650 WEST MARKET STREET R' LO Ji VERTICAL VERTICAL CROSS SECTION GRATZ, PA 17030 S 5 p E ks '1 WOOD FARMING OR 2Y BUCX INSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER D 261 FOR SILL wSTRLUTrONSEE SHEETS 4g, 96- X 96 NAILFIN EL HOOK IMSTALLATION DETAILS 4,^G( NOTES: oPAx, v gip` $TAT` O'. vrc to. 1. INTERIORANDEXTERIORFINISHES, BY OTHERS V.L. NOTSHOWNFORCLAR/TV.08-02249 1¢v j'Occ'OR1OP- 2PERIMETER AND JOINT SEALANTBYSCALENTS aTE C/s`s ONAI ECG\\\ OTHERS ToSE 10/30/13 110 OF 10 DESIGNED IN ACCORDANCE WITHASTME2112lllllllLROSERTOLOWASP.E. 1d12 NOOOFORD RO LEMSVlLLE. NC 27027 LUIS R. Lomas P.E. 0&OS&OW9 efans®6wau•, p,. FL No.: 62514 NOTES: i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFO AIR D FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO o OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 .048" THICK -MINIMUM 15. APPROVED CONFIGURATIONS: XIX. SHEET NO. NOTES ELEVATION 3 - 9 TABLE OF CONTENTS DESCRIPTION REn9ONS D6CWPr,ON DATE I APPROVED A ADDED CHARTS 03/08/12 1 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTAUATIONS 12/06/13 R L ' D REVISED INSTAUATION DETAILS 08/05/15 R L E REVISED INSTALLATION DETAILS 06/22/17 R.L SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1\t1111TArrrr 5 R• LO i GRATZ, PA 17030 v •\G E N Ste. 'p -': 0 6 * = SERIES 430 SGD 143" x 80" NON REINFORCED NOTES OF ; P E 0. TAT DRANN: DWI'ND. REV 08-0 0T502 E Luis R. Lomas P.E. FL No.: 625ta cuc NTS D.TE 02/23/09 1 OF 9 LROSERFOLCUA.SP.E. 113$ WOODFORD RD LEWISVXL& NC 2= 3+.688.O f dw mN 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART A3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17'MAX 6" MAX O.C. 6" MAX T- L 17" MAX 80' O.C. MAX FAME L 6• MAX X X SERIES 430 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS a1 AND R2 FOR OTHER UNn's RATINGS NOTES: 7. MAXIMUM PANEL SIZE: 48 1/1•x 79• 2. MAXIMUM D.L O.: 44 X4' x 74 &8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314• FROM PANEL E METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL ADDEO CWIRTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVSED INSTALLATION DETAILS CHART/1 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Height Single Panel and Total Fromo WidLh (In) 30.0 36.0 4ZO 47.7 90.Q0 108.00 126.00 11A00 PCs Nog PCs Nog Pos Nag Pas Nag 80.0 40.0 54.9 40.0 48.0 40.0 1 432 40.0 1 40.0 CHART 47 WHERE WATER INFILTRA77ON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frtlrno Heigh! Single Panel and Total Frame Width In) . 30.0 311 420 47.7 in) 90.00 10d.00 126.00 143.00 Pos Nog Pos Nog Pas Nog Pas Nog 80.0 S49 1 54.9 48.0 48.0 43.2 1 432 40.0 40.0 CHART 83 Number or anchor I oco tlons required Fr mO Hoight in) Single Panel and Total Pre; Wdth (In) 30.0 3&0 42.0 47.7 90.0 10&0 12&0 143.0 HbS Jamb H&S Jamb H6S I in HdS Jamb 80.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80` NON REINFORCED ELEVATION F.A. 1 08-00502 NTS I D"1E 02/23/09 -2 OF 9 L R09E1170 LOMUS P.E. I432 WOODFORD RD LEN7S VMLE. NC 27023 4]J{.aa{K py rawna@Homasw.ea„ APPROVEDDATE 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 RL SIGNED: 0612212017 4 0 6,2511 OF •7 = 5T/A fTi s y 0?r R10r Luis R. LOn1a3 P.E. FL No.: 62S14 REVISIONS 1/2' MIN. EDGE DISTANCE DESCID wm DATE APPROVED ADDED CHARTS 03/08/12 R.L. REVISED PER NEW TESTING 10/15/13 R,L WOOD FRAMING 1 3/8" MIN, rD ADDED FIANCE INSTALLATIONS 12/06/13 R.L. OR 2X BUCK EMBE MENT REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED BY OTHERS 1/4' INSTALLATION DETAILS 06/22/17 R.L MAX. SHIM 10 WOOD SPACE SCREW __1 1 3/8' MIN. 1/4' MAX. EM11BEDMENT SHIM SPACE1rJ 1MIN. INTERIOR ( EDGE D DISTANCEEXTERIOR INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS B10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM F2112 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8UCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG M0. F. A. 08-00502 sru> NTS DATE 02/23/09' 3 OF 9 L ROBERTOLONASP.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 u- M4603 ieoRunVkAb p'•r SIGNED: 06/22W 17 o 7 oTATE OF W z A' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OF SELF DRILUNC SCREW METAL STRUCTURE BY OTHERS 1MIN. EDGEE D DISTANCE1 1/ 4" MAX, SHIM SPACE t EXTERIOR V2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOrES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED LN ACCORDANCE WITH ASTM E2112 AS OR RILUNG INTERIOR L TO BE SET IN BED OF APPROVED 4LANT RLVISKws RLV 0C5CAIDTI0R DATE APIROVCL A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION OETAIIS 08/05/15 R.L. 1/ 4" MAX E SHIM SPACE REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/ 2- MIN. EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE u BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAW Owc NO. F. A. 08-00502 soqx NTS I °`TE 02/23/09 1 SKM4 OF 9 L ROEERTO LOMAS P.E I+ A2 WOODFORD RD LEVASVIL.LE NC 27027 s+ crLE-ocas ao,ti„..mm SIGNED: 0&22/2017 v•. GENS 9J1 0 51cc 1t = 70EOF 0. Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. SEPARATIQN EDGE DISTANCE 1 1/4" MIN. 1 1/4" MIN. EMBEDMENTEMBEDMENT COMASONRYNCRETE/• BY OTHERSOPTIONAL 61/ MIN. 1X BUCK EDGE TO BE DISTANCE PROPERLY SECURED 4_MAX. SEE NOTE 3 SHIMIM SPACE SHEET 13 3/16" TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR DLYANAIIUN - VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 3/16" TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS f 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE pup 1/4" MAX SHIM SPACE REVISIONS REV DESCAIVDON DUE APPROVED A ADDED CHARTS 03/05/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R,L C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVLSED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR I EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRY INSTALLI TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. I. INTERIOR AND EXTERIOR RUSHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC 1111111r1/, 650 WEST MARKET STREET `NJ SGRATZ, PA 17030 `,••GENp 9f SERIES 430 SGD —*• O„51 yr 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS ro 1r p , TAT OF DPA%X- DWG No. REV OAF 'clORMt • sr uE NTS °`1E 02/23/09 OB 52 OF 9 E jONA 11E? LROaERTDLoAmSP.E. Lull R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27= FL NO.: 625144344&9.O 9 rvwnx;64kmAw.c 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II. II INTERIOR CVVL VIJ INYI•[ VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARm. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS1M E21/2 SET IN APPROVED MIN. iAENT RLVOMS RLV D6UOPOON DATE APPROVED A ADDED CRARTS 03/00/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED RANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 03/05/15 R.L. 1 3/8" MIN. 1/4• MAX, E REVISED INSTALLATION DETAILS 06/22/17 R,L EMBEDMENT r SHIM SPACE 1MIN. INTERIOR 1I EDGEEDISTANCEF—Ap, 10 WOOD SCREW EXTERIOR ra W000 FRAMING JAMB INSTALLATION DETAIL OR2XBUCKBY OTHERSWOOD FRAMING ORZKBUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS GRAFT! QAC NO. F.A. 1 08-00502 SOME NTS ° ATE 02/23/09 —6 OF 9 L R08ERT0 LOM.IS RE 14M WOODFORD RD LEWISVILLE, NC 22= ASbaea-om Ij*,uSvrhmavuc SIGNED: 0612212017 pEty' * P i Luis R. Lomas P.E. FL No.: 62514 RUISIO S 1/2- MIN, REV 06CROM" WE APPROVD) EDGE DISTANCE I A ADDED CRARTS 03/06/12 R.L. METAL B REVISED PER NEW TESTING 10/15/13 R.L. STRUCTURE BY OTHERS 1/4" MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. SHIM SPACE 0 REVSED INSTALLATION DETAILS 05/05/15 R.L. 1/4- MAX E I REVISED INSTALLATION DETAILS 06/22/17 R.L. SHIM SPACE I 1/2' MIN. 10 SMS OR EDGE INTERIOR SELF DRILLING DISTANCEfk== SCREW I A-7t EXTERIOR It II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED 1LANIT 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2' MIN. EDCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAT701V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS 01ta t Owl* NO. F.A. 08-00502 scut NTS 1 pA1E 02/23/09 s"M7 OF 9 L ROBERTO LOA"$ AE 14= WOODFORD RD LEWISVILLE, NC 27023 434•4!3.OWY idwna oktmagx. m SIGNED: 0612212017 S IR 11C10" G,, cE6 iv S5 TAT OFOFFO . . i 0R10 Lu13 R. Lomas P.E. FL No.: 62514 1 1/2• MIN. 1• MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 I/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1/a• MAX SHIM SPACE 3/16• TAPCON EXTERIOR 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS cr I ivry VERTICAL CROSS SECTION CONCRETS ALSONRY AfISTALLATION INTERIOR 1 1/4' MIN. EMBEDMENT I. MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS r 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISUNS REV oescAgnON APPROVU) A ADDED CRARTS R.L. B REVISED PER NEW TESTING P12/O6/13 R.L. C ADDED FLANGE INSTALLATIONS R. L0REVISEDINSTALLATIONDETAILSR.L E REVISED INSTALLATION DETAILS R.L JAMS INSTALLATION DETAIL CONCRETE44ASONRY INSTAUATION NOTES: 1. WTERIOA AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. L PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAMI•L -7 NO. r 08-00502 NTS WE 02/23/09 v'LTT8 OF 9 L ROEERTO LOMAS P.E. IA32 iVOODFORD RD LEWSVILLE NC Z= 434-886.O s dbo 8t•,nzy,.c SIGNED: 06/22/2017 OE NSFgd' fir 0 61 •. •:'*},r = SATE OF O AL1E?\ Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE GIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP d 1 1/4- MIN. EMBEDMENT IX BUCK BY OTHERS. 1X BUCK TO BE 1 PROPERLY SECURED EXTERIOR 7!=J PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE REV DESCIDPnoN DATE APPROVED A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALIATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS D8/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L METAL STRUCTURE 1/2" MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP SELF DRILLINGSCRSCREWaPANEL 1/2- MIN, EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 3/8" MIN. EMBEDMENT NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, HOOK STRIP NOTSHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCREW000 DESIGNED 1N ACCORDANCE NRTH AS TM E2172 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET 2XBUCKNY000FRAMING GRATZ, PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED HOOK INSTALLATION DETAILS DRAWN: plso Np, F.A. 08-00502 sou[ NTS — 02/23OF 9 L R08ERTO LOA"S P.E. 1432 WOODFORD RD LEWISVLL.LE, NC 271727 42. 488-0M lown"Oklmissw c SIGNED: 0612212017 E N o„ 6y61 •1t = TA OF OF : D. 0R10p: C9 S/ ONA 11Ela`J Lu13 R. Lomas P.E. FL No.: 62514 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6053—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9. DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO o 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS, 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED INSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET No- DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION 11T7eil e OESCIMOON WE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESMC 10/ 55/13 R,L ADDED FLANGE INSTAUATIONS 12/06/13 R.L. REVISED INSTAUATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINANDLLC I IL 650WESTMARKOWSETSTREETR. o f9 i GRATZ. PA17030GENs' s SERIES 430/" 0 XIX SGD 143" x 96" REINFORCED NOTES o• TATE OF :s4 P' R NJ Rl* G\ ONA11E\ Luis R. Lomas P.E. OPAM: F. 0. DNC Mp, 08-00503 R E uuc N75 01c 02/23/09T1 OF 9 L ROHERTOLOMASP, E 14M WOOOFORO RD LEWISVXLE, NC 270.' J Ajw-c oso9 iurr, ablamup.c FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART B3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX MAX 6' MAC( O.C. 6" MAX L 17" MAX O.C. 96' T- MAX FRAME HEIGHT 6' MAX X X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS 01 AND J2 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 40 I/2-x 95' 2. MAXIMUM D.LO.:44314'x90SW HARDWARESCHEDULE A 1 (1) FLAT MOUNTED HANDLE SET (89-0a-1 a5) AT 37 3I4' ON CENTER FROM PANEL BOTTOM B. 0) METALLIC TANDEM ROLLERS (99-17.1951 AT EACH ENO OF PANEL BOTTOM RAILS C. JALWAINUM GW3-TB REINFORCEMENT (666) AT ALL PANEL INTERLOCKS 4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVISIONS DESCRIPTION A JADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART 91 E REVISED INSTALLATION DETAILS WHERE WATER INFTL I RATION RESISTANCE IS REQUIRED SEE NOTF 9 SHFFT 1 Design prassurO chart (pso Frans Titlpnl Single, PanelPanel and TotalFmp VOM (0) 30.0 36.0 420 47.7 N) 90.00 106.00 126,00 1u00 Poa M09 POa N4p Pon Nap POa 0 40.0 6D.0 40.0 57.9 40.0 S20 40.0 48.0 S&O 400 6o.0 10.0 54.6 40.0 4e9 40.0 45.0 920 40.0 69b 40.0 51.7 40.0 48.7 40.0 423 D&0 40.0 56.6 1 40.0 40 40,01 43.7 1 40.0 1 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SFF NATF a CNCLT I Dos? n pros=* chart (pA Frarro 50MIG Panel an0 TwoFrwro VAOTh (h) qN J0. 0 1JQO 420 47,7 x. 06. 00 12d00 14ao0 Poes Nop Ion Hop Pon Hop N. 0 9 57.9 520 52.0 4i.0 48.0 68. 0 0 Stb920 7517049047.7 43. 40.0 a0 0 CHARr I.n Number of anchor loutlona r4pulroC F1 SkOD Pond ana Total Franc WkM Tin) Holam 70.0 1 3&0 1 420 1 47.7 60. 0 f06.9 12i.0 743.0 N4S J4mD M4S Jamb HLS Jamb HiS Jamb 0 6 6 7 0 tl 6 9 6 6AO 7 8 7 6 6 6 9 8 92o 7 6 7 6 6 6 9 6 96. 0 7 13 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED. ELEVATIONS F. A. 108-00503 W-" NTS DATE 02/23/09 ;a2 OF 9 L RO8ERTO LOWS P.E. 1432 wooaFORD RO LEWISVILLE, NC Z= 434 C643.O 9 r64rrvsQD4gTMsp4 mrn DATE APPROVED 03/ 06/12 R.L. 10/ 15/13 R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 R.L. SIGNED: 0612212017 S1 1111LrO/,ii OyEE N 61 1t' TATE OF OMA' lr<d\\\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EMBIMEM BY OTHERS 1 3/8- MIN. 1/4- EMBEDMENT MAX. SHIM 10 WOOD . SPACE SCREW 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. BENT WOOD FRAMING OR 2X BUCK BY OTHERS ItrV=N5 MV DESCM7nox aATE AMOV D A ADDED CHARTS 03/06/12 R.E. B 1 REVISED PER NEW TESMG 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4- MAX E REVISED WSTALLAPON DETAILS 06/22/17 R.L. SHIM SPACE INTERIOR I EXT I NEROR. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS F.A. rc arc Nu 08-00503 sr4l NTS I °ATE 02/23/09 3 OF 9 L. ROOERTO LOA/A,S P.E. 14M WOODFORD RD LEWISVILLE NC 27= SIGNED: 0612212017 G E iV '9s1. 0 61251 1!= A TTATT+E OF : AuO . 10NA 11\\`` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR L TO BE SET IN 3ED OF APPROVED LLANT 10 SMS OR ELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT70N NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITYY, 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 I 1/2• MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. I SHIM SPACE INTERIOR EXTERIOR REVISIONS REV DEY RUPTON GTE PPR=ED A ADDED CHARTS 03/DO/12 R.L. 8 RDnSEO PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS OL/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J Cull a JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS DKA : OxG no. F.A. 1 08-00503 C-4x NTS I o"TE 02/23/09 s'w4 OF 9 L ROBERTO LOMAS P.E. 1432 WOOOFORO RD LEMSVILLE. NC 270M A.'s-M&OM rpors — SIGNED: 0&,=017 1IR LIIIO// i VGENSF'9+ 0 51 E OF • 4— Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN, SEPARATION EXTERIOR avwv nvn VERTICAL CROSS SECTION CONCRETE%IASONRY INSTALLATION 1' MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 1/4- MAX. J SHIM SPACE 3/16- TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT 1' MIN. EDGE •c olsrANCE 1. MIN. SEPARATION . 3/16' TAPCON SILL TO BE SET IN o A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4- MAX SHIM SPACE ALIT 0C5CPoPIM DATE A A ADDED CHARTS 03/00/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 76/22/17 RL 1 INTERIOR II II lu a mEXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 01111I111//l 650 WEST MARKET STREET `%'g R• LO i GRATZ, PA 17030 •pEN-y'-"p SERIES 430/440 XIX SGD =*• 0 6 *= 143" x T96'AL REINFORCED _• o_ FRAME INSTALLATION DETAILSA Df• $TAT OF oaAwR: owc I.o. i tF.A. 08-00503 /iS`SIOIHA NTS ° A1E 02/23/09 —5 OFL ROBERTOLOMASP.E.L, yj R. Lomas P.E. 1432WOODFORDRDLEIYISVILLENC270M3NO.: 62514 U-68/-0G09 rEorrv;®Inonusce.arn 1/2` MIN. EDGE DISTANCE 1 3/8, MIN. ID FRAMING t 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM SPACE 10 WOOD SCREW I EXTERIOR II II II II II II INTERIOR M 10 D SCREWI AEI lil Ifl J Itl L] SA BED OF IEALANTLL TO RESET IN AP ROVED DOD FRAMING OR 2X BUCK BY OTHERS 1 3/ 8- MIN. EMBEDMENT 1/ 2- MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA77ON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/ 8- MIN. EMBEDMENT T- 1/ 2' MIN. EDGE DISTANCE III10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. r SHIM SPACE REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED GW2TS 03/06/12 R.L. D REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/ 440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN. DWG NO. F.A. 08-00503 soot NTS I OAXE 02/23/09 6 OF 9 L ROBERTO LOAKS P.E 14-2 WOODFORD RD LEWISVILLE NC 27027 SIGNED: 0612212017 0 i/' i Mr• Q, 61 .1k=_ TrrATE OF OR Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2" MIN. EDGE DISTANCE I to 1 t111UH 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS• NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4- MAX. SHIM SPACE OR UNG uv 1 cITILJPT L TO BE SET IN BED OF PROVED SEALANT 1 /4" MAX. SHIM SPACE 1/2- MIN. EDGE INTERIOR DISTANCE 0 SIAS OR SELF DRILUNG SCREWS REASONS Rev oescRpnom DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FUWCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS O8/o5/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 RL L01 METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS F.A. OPAWowc Nu 08- 00503 susE NTS I OAT" 02/23/09 5 ET7 OF 9 L R06ERTO LOMAS P.E. 14n WOODFORD RD LEW1SVXa AFC 27OW A' mOvoorn SIGNED: 0612212017 O Z* A 0 61261 Tt = pT(( AAE O TFow,* Al R10 Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1 OPTIONAL 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS ODI'"AI'VUIVN VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1' MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4 UAX.. SHIM SPACE 3/16" TAPCON INTERIOR 1 1/4' MIN. 1/4• MAX. EMBEDMENT SHIM SPACE 1' MIN. EDGE DISTANCE MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN a ' A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4' MIN, EMBEDMENT 1' MIN. EDGE DISTANCE INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RLWDO S REV DESCPoPf10M GATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTNC 10/15/13 RL C ADDED FIANCE INSTALLATIONS 12/06/13 FILL D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R L J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAL NT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DPIMX- ONO NO. r OS-00503 TS — 02/23/09 —8 OF 9 L RODERTO LOMAS P•E. 1432 WOODFORD RD LEWISVILLE NC 2T021 434-690.0609 rG ffkTSv Menu .— SIGNED: 06/22/2017 P STATE OF jS'ONA 11E1\ G` Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECUREDtM7III 3/16" EXTERIOR a —"— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYXONCRETE 1/2" MIN. 1 EDGE DISTANCE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT I HOOK STRIP WOOD SCR I SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP REVSKM RLv DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL ' C ADDED FIANCE IN57AUATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/72/17 R.L. 1 /2" MIN. EDGE DISTANCE J SELF ORIWNG SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE - NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 T2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA.17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN: owe N0. F.A. 08-00505 sr NTS JOATC 02/23/09 1 "'M9 OF 9 L ROiSERTO LOANS P.E. 14=W00DF0RDRD LEWLSVXLE. NC 2702) rJa ee-DDm r6om+9Marlwp..mm SIGNED: 0612212017 1R I iLlo r,•\GENS'•S i yp STTAcTT OF uz O V. 0RMt- 0NAi1E C N Luis R. Lomas P.E. FL No.: 62514 FWAICA OF RegulationBusiness & Professional r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publica-ions I FBC Staff I BCIS Site Map I Links I Search I Hodda Y Product Approval IUSER: Public User l•Sicll•INr•:a rNt.t(gn Product Approval Menu > Product or Application Search > Application List > Application Detail 11 OFFICE OF THE FL # FL9174-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Emal I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2012 2012 Florida Licensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-OO1112 Evaluation Report - FL 9174 PDF Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 iI 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 It 324620 P16 lamb Connection Supo sioned.odfImpactResistant: Yes Verifled By: Gordon Thomas FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 1112 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Supp sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0230-318960-PIO S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 11 324620 P16 lamb Connection Suoo sioned.odfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9' Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supo signed.pdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 lamb Connection Supp sloned.pdfImpactResistant: Yes Verifed By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 11 319040 P1 Post ]stall Instructions signed pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0232-318999-136 Saidf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slaned.Ddf FL9174 R12 lI 324620 P16 lamb Connection Sump sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120/9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 ]I 324620 P16 Jamb Connection Suoo sioned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001RZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. B' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart slaned.Ddf FL9174 R12 II 319040 PI Post Istall Instructions sloned.odfImpactResistant: Yes FL9174 R12 fI 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sioned.odf FL9174 R12 11 319040 PI Post Istall Instructions sioned.odfImpactResistant: Yes FL9174 R12 It 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verifed By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0600-319026-P5 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 Jamb Connection Supp signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 1 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-PS S.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 11 307494 P11 Track Suoolement Chart slgned.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.Ddf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 Il 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart slgned.odf FL9174 R12 11 324620 P16 lamb Connection Sung signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 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 R12 11 0603-319029-P6 S.odf FL9174 R12 11 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 It 324620 P16 Jamb Connection Suoo signed.odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 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 R12 fI 0604-319030-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 It 319040 PI Post Istall Instructions signed.odf FL9174 R12 It 324620 P16 Jamb Connection SUDD sfgned.pdf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W02017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Part,/: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 1 available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 II 0605-319031-P5 S.odf FL9174 R12 It 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 It 324620 P16 Jamb Connection SUDD slgned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions F1,9174 R12 It 0606-319032-P7 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdf FL9174 R12 It 324620 P16 lamb Connection Suoo signed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Partv: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0609-319035-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions signed.ndf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection SUDD sllqned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 90608 18' Max width. 8'-9' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Supp sloned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Sunp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. BOCk Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response_to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 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 reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S, please click here . Product Approval Accepts: MM ® E4E Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest In any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 Introduction/ Scope 90N4 D.•..TN O . 9( j) No. 46718 Of STATE OF rrrriiiti Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH . 9' x 8'-9" 16' x 8'-9" 16' x 8'-9' 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes O ;oN DTable1B — Doors under Evaluation O .ICEN O NO. 46718 . STATE OF RION 2 /01VAL ENG• FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ' I'll Impact No Yes No No Yes Rating OQ- Table 1 C — Doors under Evaluation — O'. FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 0,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 / Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-135 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion J IIII11/111" oN D:..Thro' GENS N ; No. 46718 STATE OF =W F4OR10_P.•' N ONAX, Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5'" Edition 2014) and 61 Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 tiaII-L 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' WMWUM SS5 CLAZNG N MOLDED FRAMES SCRENFD 13 CA MORIZ ANCLE- TOGETHER WITH A LG nNM OF (9) 150- SCREWS DSTA"D IN TOP OR INTERMEDIATE SECTION (WITH OR L'ATHOUT DECOIUTIVE INSERTS) MEETS UNIFORM SFA11C DESIGN PRESSURES SMOIRN ON THIS DRAWMG GLAZING 13 CA FLAG ANCLE- MAXIMUMSMALLHAVEAMAXHEIDIT OF 1175' AND A MAIDMMM LENGTH OF 11.75', MA21NO IS MOT MPACT IE GA MIN HORM- RESISTANT AND DOES NOT MEET THE REOAREMENTS FOR TRACK YAMD- BORNE DEBRIS REGIONS. 3/ 1611-5/1'- 2. DVACT RESTSTANT CLA71NO OPTION - IMPACT LAC SCREW RESISTANT GLAZING SYSTEM MAY BE NSTALEO N TOP WON 3 A9 OR INTERMEDIATE SECTION (WTH OR IMTHOUT DECORATIVE SHOWN) INSERTS GLA)1NC SMALL BE 1/4- UMROLa4-AR ID CA MN VCAT- POLYCARDONATE OR EQUAL CLA214C SMALL HAVE A XI IIANUMHEIGHT OF 15.21' AND A MAXIMUM LENGTH OF TRACK ao. cs% GLAZING IS DTACT RTSISTANT AND cow MEET THE REQUIREMENTS FOR WMD-BORNE DEBRIS REGIONS, 5/11K1-5/b' LAO• SEE DETAIL E ON SHEET 2 FCA ASSEMBLY DETAIL& SCREW AT EACH CLAZEO SECTION REQURES REINFORCEMENT BRACKETS JAMB BRACKET ATTACHED TO U-0.WON UPPER INTEGRAL R18 (SEE D DETAIL0SWEETIDGAJ-STRUT SCREIVTO LOVER 1/4-20d/16' TRACK- OIIET]RAl RN OF ECnON AND OPfltATORSTILE TO RE BOLT AND I/4-2D HEX FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH Je JAMB I/4-140/ Nr SELF DRILLING CRDVTITE SCREW TO ATTACH BRACT LOCATION E J-STRUT TO THE INTEGRAL RIB AND OPERATOR SIRE AT THE CFNTERINE OF THE DOOR PER DETAIL F ON SHEET 2. 1 VNVL OR WOOO DOOR STOP NAILED A MAXIMUM OF 1' OG MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/11" TO MEET NEOATIVC PRFSSUR[S 4. NET LOCK SUITE LOCKS. OR OPERATOR REQUIRED. u oA s1IFFDEo- 5. SECTION SMALL BE CONSTRUCTED RLM FoAuED IN JAMB BRACKETS PLACE POLIUREMANE FOAM NSUATION CHEMICALLY SEE SCNEIDULE FOR BONDED TO 30 CA MINIMUM FACER STEEL AND A OUNOTY. LOCATION. LIIJ PONINATE BACKER OR32 CA STEEL BACKER. END AND TYPE CAP TO HAVE A MNVMUM 1.1' DEPTH. 1. THE DESIGN OF ME WPPORTWO STRUCTURAL KEY LOCK OR SLOE LOCI, ELEMENTS SKULL BE THE RESPONSIMUTY OF THE BOTH EKOS (NOT PROFESSONAL OF RECORD FOR THE BUILDING OA REQUIRED VAIN AERATOR STRUCTURE AND IN ACCORDANCE WTH CURRE` BVE011C SEC NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON MS DRAPIN , LOCH sH 1WN FOR 7. DOOR JAMB TO BE MINIMUM 20 STRUCTURAL GRADE CWOR LUMBER REFER TO JAMS CONNECTION SUPPLEMENT FOR NOIT1 (4) SECTION SOLD ATTACHMENT TO SUPPORTiNO STRUCTURE, DOOR SHOYN, SEE SHEET 2 FOR U- BAR LOCATIONS 6 LOUVER OPTION - . o4D' MINIMUM LOUL'ERS N MOLDED ON DOORS WITH OTHER FRAMES SCId%ED MCEMER VAIN A Ia@JUM OF (e) SECTION QUANTITIES AND ITZ. SCREWS INSTALLED UN THE BOTTOM SECTION. SEE NOTES I AND 2 ON TI07 SHEET FDA CAWING LQUVEKS ARE NOT IMPACT RESISTANT AND DO NOT MEET ENTS FOR "No - BORNE DEBRIS REGIONS. ME REQUIREM OPTIONS. LOUVERED SECTION REOIJ OPFAATOR S16S TO BE v C fYPT. NF K TMF IHMIR SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR LION DOORMIGHT tAliT'OTI4 LOAD EACH JAMB (PIF) ID'-0' ALL 7 7.2 -230.4 14-D• ALL 41 i -2 1.5 12'-o' ALL TO'-0' ALL 121.5 -144.0 WL1111111 /INN J Kp ERCEAI, q •../yam ; o: •'ass _ NO. 77945 O/ •.. STATE OF 4s71 COAIn IID4D Nw u01'rtiRN>I n aNu R R KIITWPRDiLBSONNDmIllM: AL FROVQD G6Y FOR VCwV 110.Y If 4IOLDAD CCNII d `KM DETALR SEE U-BAR NOTE ON SHEET 2 FOR U- eAR INSTALLATION CA END CAP 15 CA OPERATOR STILE FACII ACHIREO 10 CENTER OF TOP NLMNUNS 14 CHANCES TO GENERAL ORMAT AMC C CHGED EDOW U- PAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANCED CENTER HINGE CAUCE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM CALOREO PANT TO STAMPED NUNSEA CRT 3/B/ 0o P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS OM SUPPORT" STRUCTURE AND CLARIFIEDNUMBER OF Raw FASTENERS AND CENTER NMCES REQUIRED FOR NARR05TR DOOR "MS. MRB 5/10/ 0/ PI ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 1100. UODIFIED NOTE 1 TO STATE THAT LOUVERS ARE NOT IMPACT SPIN RESISTANT. P7 MOWED JAMB BRACKET SCHEDILLE FOR FAT OPTION. ADDED UN CRACK DETAIL SWEET 2 GIRT ,/17/o1 PD ADDED IMPACT RESISTANT OLADNG ADDEO TETRAS LICENSE NUMBER TO TITLE BLOCK CHANGED LOUVER NOTE INCREASED MAX HD04T CRT 7/12/ 05 ro UPDATED TIRE 13LOCK GRf 5/20/ 10 PIO ER315L AWED SM5, AND Rod- (5) CENTER TINGES PER JOINT BACKER NOTES REQUWu ON DOOR MOMS CRCATER MAN CSC $123/2017 12'-0'. (3) CENTER NNGES PER JOINT REOUIREO aCNn DOOR WIDTHS LESS THAN OR EQUAL 70 12,- 0'. JAMB BRACKET SCHEDULE DOOR HEICH7 00. OFSECTIONS BRACKETS EACHJAMS)T"'fE LOCATION ,W'ERUMA or JAMB TRACKBRACKETS MEASURED FROM BOTTOM OF TRACK ALL DIMENSIONS s Y) 4 a a , I al. 2S-I Me . 34 JB , 45-1 4 al, a7l, O' 4 eFATle' 8 21-3 4 JO. T1-3 4 .B 41 JB. 43-1 4 -G W-O' s e a JET 17 a 23 JB 34 IN 47-1 4 (0). SB" (AN 67 01. 75 1-0" 5 B FAT JB I JB 21-J 4' JB , 29-3 4' JB 4B A 57-1 4 JET . 66 e-0 GH UFT A ISEE NOTE BELOW FOLLOWING OUENSIDM DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/14' TRACK MOLT AND NUT. FOLLOVMNC DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS SITH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN S IN HEIGHT REQUIRE USE Of CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CURT FOR DETAL& STATIC PRESSURE RATINGS APPROVED SIZES SCALE M.T.S.SIZE A WayneDESIGN PSF): +2590/- 2&W MAX IIDTH: Ie'-0- I I DATE NAME TEST (PSF): +3b. e5 -43.20 MA% HEIGHT. 8'-9' DRAWN 3/b/0e CRT Dalton. IMPACT/CYCLIC RATED (YES/NO), YES MGHT. AX SECTION HEI21' ECKEO4/6/06 MRB GARAGE DOORS 0 R S MODELS 5120/9100/9605 sNEfT T OF 2 DIVISION OF OVERHEAD DOOR DRAWING PART NO, REV. PtMS4YALA FL°t5ON ORIDAi75)4 VJINDLOAD SPECIFICATIONOPTIONCODE 0230 3)8960 P10 I B5D 474-9990 13 CA AD.4STABLE TOP PLACE U-DM OVER INTEGRAL Au 13 GA ADJUSTABLE FIXTURE ATTACHED TO IMTN THE (1) PRE -PUNCHED TOP TIXNRE PRE -PUNCHED MOLDS HOLES EACH END FACING UPWARD IN aDTTCU OF U-BAR AND ATTACH MA END CAP AT 1xTH (2) 1/4-14x5/1' EACH END WITH (a) TITSCIUMPTITESCREWSSELFDRIWNGMPTI1L SCREWS r FOR STANDARD TRACK AND (3) 0 1/4-Tait/e' SELF DRILLING, CRWPTTK SCREWS FOR LAW c HEADROOM DUCK (2 U ME USED 70 A7TACHEO 7HE TOP DETAIL A BRACKET AS SHOW). LOW HEADROOM TRACK 13 CA ROLLER SLOE ATTACHED TO PRE -PINCHED HOLES W 10P OF U-RAN U-BAR OVER INTEGRAL RIB VITH WITH (R) 1/4-14r3/B' CtDRnTE SCEWS ME (E) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU ENDUSEId0HOLEINSUOETOENSURE PROPER AUGMENT OF ROLLERS CAP AT EACH END NTH (7 1 4-14x7/1' SELF DRILLING CRIMPTITE SCREWS IS CA HINGE ATTACHED / FYC'P-_.. U-BM PLACED OVER TOP R18 Gel THE BOTTOM SECTION SHALL ONLYWITH (4) 1/4-14x3/4' CRNMPTI TE SCREr6 (2 DF WHICH ME FACTORY BE ATTACHED TMRU END CM AT EACH ENO NTX (1 1 4-14R7/D' SCUT DRILLING ATTACHED) CIMFTIF- SdEW LOCAIIO ON ME BOTTOM FLANGE Of IKE U-BM NOTE, DUE TO CLEARANCES MOUNTED TO 2' NYLON STORNCARD INSTILL SCREWS A7 THE ENDS OF THE ROLLER WM o. 4-1/2' STEM DETAIL B U-BARS, ALL U-BANS SHALL BE INSTALLED ON SECTIONS MDR TO INSTAWNO ROLLER SUDES AND TOP FIXTURE oN THE U-BARs. SEE ATTACHMENT NOTES CI THIS S INEL IA CA HWCE ATTACKED FACE l!-BM OVER WTEGRAL RIB AND ATTACK YMTH (5) 1/4-20x5/B' OF WTH (2) 1/4-206/9' CRIMPnTE SCREWS (2 WHICH ARE FACTORY C IMPTITE SCREWS TNRU PRE -PUNCHED HOLES AT ATTACHED.3 Of wuON eAGI IX1EIaECATE (ONCE ME RELD wSTAIIFD WTO LOCATION (1 TIIU FLANGE TOP LEAF. AND 1 TMUCH19RELDWSTALL OF U-TAR AND BOTTOM HINGE LEAF AND I TIRU THw PRE -PUNCHED HOE WEB OF U-BAR AND W U-BAR) DETAIL C INTEGRAL WB OF SECTION) 12 CA BOTTOM BRACKET ATTAOED WITH PUCE U-BM OVER R® BATHT(A)CTO RY 45O CW3 ARBOOTINTEGRALCLEARNOTCHDOWNTOHACHt31(WI1 nTE KRIJBRACKETANDATTACHTHw END CAP AT FiACN Elm CRI (tI) 1/CREW ApSELFDRILLINGCRWPYIIESCREWAS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-11x7/D' 41F DOTTOII ORACK[i MUST DE SCREWED M THE BOTTOM ` . OMLUNG CRW PD SCREW ACRa51 THE BOTTOMOf THE BOTTOY U-OM AT wIN EACH PRE -PUNCHED 11.% AT EVERY U(-BM/ I4x7 DETAIL Q HINGELOCATION. ASCREWD2RDILICTISCREWSSEE IMPACT BOTTOM BRACKET AT ALL OiHFR/e. PRE - PUNCHED HOLE COCA GI DETAIL THIS SKEET. 1Aff- W USED DAILY ON IWACT GLAZED SECTICN - 11 U RONF0110EAENT BRACKET ATTVITH ACHEDSELF 6 IWNc q CRIMPTITE SCREWS (2 0 THROUGH BOTH BRACKET AMD U-BAR) ' DETAIL G U4- 14x7 e' SELF DTOLLINO CAIMPTITE ATCENTERL1NEOFDOORTINJ- SIRUT MM OPERATOR BRACKET. gMJ- STRUT / SCREW ONLY REQUIRE0 ACTGLAZEDSECTIONSSEENOTE4 MIN STAWLESS WITH STAINLESS ' BACKED RUE" RASHERS 7- 1/Y Or- MAX 1/ a' BEAD OE JCENgF'•.tij ULTRACLAZE SSCAOOOACNo. 7781b * _ 3 UCISEALAURALAL I 13 EQUIVALENT pQ •. STATE OF fA[:ER STEEL 1 0NAL IftlilLEWT` eNA7RL L KOIN91, K HS74 sown Rao Iw NWHT HOC MD R PE 7iH3 R PE 117YP mwrELLOIAI Elmluart ST. PITMD O4.Y FOR W IX:AM N w Il w—STRUC ON CET" NON- SIl1VCIURAI DECORATIVE Wn[R / WVIOOW TRDU • DETAIL E ATTACH BOTTOM BRACKET TO BOnaH U-DM WTH (2) • 1/ 4-14a7/e SELF OIUWNO CAINPTFFC SCREWS 1 IMPACT ROTTOM BRACKET 3) SECTION DOORS WITH 3% 16 CA, e0 K -BARS LOCATED OVER OVINTEGRAL PUBS AS S14OWN 4) SECTION DOORS WIN ( 5) 3% 18 CA. b KSI U-SARS LOCATED OVER INTEGRAL RCS AS SHOW!— 1. ALL U-BARS SMALL BE ICED OVER INTEGRAL RMS AND ATTACHED TIRU PRE -PUNCHED HOLES WITH (2) 1/4-14>41/B' CeIIPTITE SMIAS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/ 4-14x7/e' SELF GRILLING CR IE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE OETNL B AND D MS SHEEN. (2) 1/h14x5/B' CAINPTITE SCREWS APPROXIMATELY MIOWAT BETWEEN ENO OF ODOR AND INTERMEDIATE HINGE LOCATION. AID (1) 1/4-14x5//' OONPnTE 3CRCW APPROXIMATELY 0• FROM CACH Elm. FOR DOOR WIDTHS GRATER THAN IY-0'. THERE SHALL BE A TOTAL OF (20) SCREWS AITACHIPC EACH U-BAR EXCEPT BOTH U- BARS ON DOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- 0'. THERE SHALL BE A TOTAL OF (le) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-TARS ON BOTTOM SECTION NON- STRUCTURAL DECORATIK SHALL HAVE A TOTAL OF (141 SCRETS EACH OUTER WINDOW TRW 2. WITH THE ERUPTION or THE (1) PRE -PUNCHED HOLES W 1/ 4' PCLYCM1OHA1E THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE 1) PRE-PNIOIED NOES IN THE OCTTOM Of EACK END USED FOR THE ATTACHMENT OF THE TOP FIXTURE D, AND UNLESS HOTED OTHERWISE ON THIS SPECIFICATION DRAWING. A.U. PRE -PINCHED ROLES INALL U-0MSSHALL BE ATTACHED 10 THE DOOR VATM 1/4-144/0' MAIPTITE SCREWS 1 18 CA U-DNRS SHALL BC STAMPED "a' A PROAMATELIF B' FROM EACH END. Wayne Dalton. GARAGE DOORS 32314 NGCS TO CLNERI MD CHANCED FASTENER MC CAPS AND RETAINER. CENTERHINUt ABHEO MUM BUT OF TENERS AND CENTER MS REQUIRED FOR IRONER DOOR WDTHS. 1 5/10/00 ADDED IMPACT 4STANCE TO ODOR. LED MODEL 410M IFIED NOTE B TO ATE THAT LOUVERS NOT IMPACT 2STANT. 1/f/07 MONFED AIMS UUKET SCIEDIAE FOR OPTION. ADDED 1NR 1CK DETAIL SHEET 7. r 4/17/01 ADDED IMPACT SfANT GAZING. 1E0 TOGS LICENSE IDEA TO TITLE BLOCK. WOED LOUVER NOTE REASED MAX HOLM e. ADDED HIGH r AND ROOF PITCH CK MOTE 7/ 12/05 UPDATED TIRE BLOCK r B/21/10 I ER31526 MODELS 5120/9100/9605 SHEET 'L OF L DRAWNC PART NO, 1 REv, WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 S SPLICE PLATE LOCATION 13 GA MIN CONTINUOUS WALL ANGLE o SEE SCHEDULE 11 GA MIN 14" CLIP SEE SCHEDULE — MAX 13 MIN CONTINUOUSNUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS— 12" SEE CLIP DETAIL 11 GA MINMAX CLIP SEE 1 SCHEDULE- 12" \ / . MAX LIP LOCATIONS RSW 0.28" MAX SEE SCHEDULE 12' MAX TRACK 13 GA MIN TWALL CONTINUOUS ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS t1E J THIS PAGE. LICENs+''.jL No. 7794, T SrArE4ORIDAF VA L St1\\\\ NI1NORSPE 079 C a5riCOUNT' ROAD Tw MOUNI 110 RPC7794TX3TX /C 17q/ PRO/ ESSONAL CNO1NEDtS SEAL PROVED L4LT FOE VEMMATON OF WHOLOAO OONSIRMTION DETAILS C/ TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4""-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK n DESIGN PRESSURE CHART MAX DOOR WI D TH MAX PSF 9'- 0" 46.0 PSF -52.0 PSF 16'- 0"' 46.0 PSF —52.0 PSF 18'- 0"' 46.0 PSF/-52.0 PSF web ton. AAGDOORS3395 ADDISON DRIVE PE" 8500) 474-9890 J2514 TRACKSUPPLEMENTCHARTREVISIONS INC X-CUPS-TEXAS ANGLE 12 FOOT JED 6/ 11/03 PDATED FORMAT. ASED ALLOWABLE SORES TO DD/- 52.DO PSF FOR DDOR WIDTHS ICED ' TEXAS WALL E' TO 'CONTINUOUS ANCLE'. ADDED IRATE MOUNTING IL. CHANGED TO HD ANCHORS 4/ 2/07 TRACK CLIP IEDULE. 0/ 21/07 UPDATED MODELS IED IN CHARTS. IATED SPLICE A CUP IEDULES. 9/ 0B/07 UPDATE MOUNTING AIL DRAWINGS. 10/ OS/07 UPDATED CHARTS TO IINATE THE USE OF i,/ 9 CLIP ROREPLAEDSSTHEIRO). 10/ 24/07 UPDATED STEEL EXPANDED 1-1/2• TO 3/ E' DOOR THICKNESS TART UP TO 14' HICH. IT 12/11/DD 0 UPDATED TITLE OCK T 5/2/10 1 UPDATED TITLE OCK. REMOVED CHART. I Tl/15/13 2 UPDATED TITLE DCK. C 5/15/17 DATE SHEET 1 OF 2 DRAVANG PART NO. REV. 307494 P11 2 3/4" t1" REVISIONS EDGE DIST TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED 1 8 2-24 Bpi 5/I1/03 E60XX MIN• 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWARLE PRESSURES TO t46.00/-52.00 PSF FOR MIN 3/16" THICK ALL DOOR "D MS. STEEL FOR MOUNTING ANGLE" TO 5/16" x 1-5/8" WALL ANGLE WALL ANGLE'. ADDED SUBSTRATE MOUNTING LAG SCREW OR DETAIL. HD ANCHORS EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 N0.2 TRACK CLIP ADDEDAMOOELS 080GED0T SPF (G=0.42) OR _ _ AND 8024 WITH OVERLAY BETTER AT EACH 1/4-2Ox9/16" SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND GRT 5/21/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE h CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL SCHEDULES. OLP 9/05/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE PSDETAILODRAWI CS.ATr 11NG MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRT 10/05/07 a. WITH MIN. (1) 1/4-20x7/8" SELF PUMu TE TTHTED EUSEOF DRILLING SCREW WITH 1" O.D. THE a CUP (REPLACED 4 WASHER AT EACH HOLE OR PAIR OF OARD AaHoss 1HE a HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 4 ' d PB UPDATED STEEL C MOUNTING DETAIL 4 MRB 04/II/D8 P9 EXPANDED 1-1/2" TO 1-3/6' DOOR THICKNESS 4d• - .4 • . CHART UP 10 14' HIGH. CRT 12/II/08 P10 ADDED MODEL 6700. 3/8" SIMPSON TITEN HD, G; 0 10 BLOCK GRTRT 0/2/70 2-3/4" MIN EMBED INTO P11 UPDATED TITLE MIN 2000 PSI CONCRETE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR GRT 11/15/13 OF HOLE LOCATIONS r r r/ P12 UPDATED TITLE 1111111 WALL ANGLE J.KOa'., Esc 8/15/17 1/4-2Ox9/16- .`Z E. TRACK BOLT AND LICEN 11 CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT 40 TRACK CLIP No. 77945 S - STATE OF d'.' ONAL ENG• 11111,1 Wayne DATE Dalton,. DRAWN B/21/07 J E CHECKCD B/21/O 4576D*Ac a Kagan, H1 RDAD1104x ' r HOPE. MOUNTHW[. O)m llJ j GARAGE DOORS SHEET 2 OF 2 n PL 7720 TX FE 117US 3315 ADDISON DRIVE DRAWING PART NO. REV. FRUESS AL EnOHIIA'S SEAL PROvnEO DNLT FOR VVtnCATION Hu wWLOA0 CONSIIRUCTMD MUM ITRACK SUPPLEMENT CHART PENSACOLA• FLORIDA 32514 85O) 474_9890 307494 P 11 Wayne Dalton GARAGE DOORS 3393 ADDISON DRIVE PENSAC:OLA. FLORIDA 32514 850) 474-9890 I111IIIII/I// J Ko No.77945 y 0 * *= 0 '. STATE OF 4C'` c4ORIDP AL MINIMUSOUTH DWAYAC A KMOH, PE 4374 COUNTY ROAD Ito Yang NOEL CPU0 FL PE 77743 rI E 117851 PROFTSSa1µENGNrEWS SEAL PROVIDED ONLY FOR WERUICATION OF W"XDAD DONSTRUCTION DErAU. 1 D' MAY 11 FASTENERS PER SCHEDULES I THRU 4 MAXIMUMSPACING B- MAX M 24 03 CHEADER LOCX ERN PINE—ACI(ET LUMBER. s' l• 2- 3/4• 2) 3/8- SIMPSON TTfEN HD SCREW ANCHOR WITH A 1 I 4- WASHER AND A MINIMUM EMBED Y T DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DOAR I MINIMUM 75D0 PSI CONCRFTT NOTE:- MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM W FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYR SEE DETAILS 1, 2, AND 3 REOUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2KE /J ¢ HEADEA LOON SOUTHERN PULE BRACKET WMBER 4• 4) 31r SIMPSON TITEN NO SCREW ANCHOR WITH A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2- 1/4' AND A MINIMUM EDGE DISTANCE OF 4•. DETAIL 7 MINIMUM 7000 P9 GRID IT FILLED CM NOTE' MAXIMUM DE51GN LOAD CAPACITY OF 2400 LDS. MINDAUM 2.E 3 ¢ HEADE.4 LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4' 1-// 2• 1-1/2• 4) 3/E' DIA. LAG SCREWS WITH 1-9/ O.D. WASHERS. LACSCREW6SMALLHAVEAMINIMUM PENETRATION OF WI- 9 2' INTO THE MAIN CRTMEMBER. DETAIL 3 uavnar NO • M 1_u11IT-h_hTL`irLOAD CAPACITY OF 243D LBS. SHEET I OF 2 rucrvrn REVISIONS P17 UPDATED TITLE BLOCK Esc 0/15/17 NAME JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 P16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 E50) 474-9E90 DWAYW A KORN91' Ft4379COUNTYROAD1E0 MOUNT HOPE. am FL K 779.5 TX PC 117US PROFESSIONAL ENpND:R'S SEAL PROVIDED *4Y FOR YODDCADON OF WNDLOAD CONSTRUCT*! DETA0S. MIN 2500 PSI CONCRETE NDh. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SMALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORDFORTHESTRUCTURE 2 3 4' ED f 3/6• SIMPSON TITEN HD, 2-3/4• MN EMBED. WN 6" UETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1 4-20t9/16 RACK BOLT AND 1/4-20 HEX NU TRACK DIRFM (YfNCRFTF MOIINTNf• DFTAII J KORAI'' 140.77945 iC ofOAI SS/ONA REVISIONS Piz UPDATED TITLE BLOCKiESC6/15/17 j MIN 2 . 4 SPF (G-0.42) OR BETTER WALL STUD H07F: 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/IE• LAG SCREW WITH 1-9/32• EMBED N CENTER OF STUD (E 1/4') FOR EACH JAMB RA E LOCATION JAMB BRACKET 1/4-20YOLTTRACKBOLT AND 1/4-20 MIX NU TRACK DIRFCT VKIDTI MOUNTING NT/JI MAY 420 IRS PFR I f: FASTENER SHEET 2 OF 2 IC14ECKEDI DRAWING PART NO. REV, JAMB CONNECTION SUPPLEMENT 324620 P16 I- c '1/2/2018 Florida Building Code Online J BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications FBC Staff BCIS Site Map dWc I Product Approval er' USER: Public User l AwJyco Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email i r Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method d Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL19715-R3 Revision 2017 Approved C Silver Line Building Products Corp. One Silverline Drive North Brunswick, N] 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Nicholas Kopp Nicholas.Kopp@andersencorp.com on Berrian One Silverline Drive North Brunswick, N] 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung Links I Sear. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association 12/31/2019 Locke Bowden Validation Checklist - Hardcopy Received FL19715 R3 COI COI Silverline SS 2017-06-14.pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Equivalence-of-Product- Standards— -- — ------ Certified By Sections from the Code https://floridabuilding.org/pr/pi_app_dti.aspx?param=vvGEVXQwtDgtvA%2bxmzk 1 hGufBV5nRNMfolDM5dhG310CYhzgZSGo 1 vg%3d%3d Year 2011 2008 ' 2005 2012 2002 1994 1994 1994 1 /2 1/2/2018 Florida Building Code Online 4 Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 7 .2 eries 2 0/ 00 Ing a Hung xtru a my ing a ung in ow Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 fI SWD011 SS 2017-06 14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement i Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addi If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick here . Product Approval Accepts: WF +Ri Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk1hGufBV5nRNMfo1DM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF Al/2 INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS I E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SKIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/1 INCH. SKIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS, SHDA(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETTER. FIN WSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 18 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 306 COMMON NAILS OF SU FiCiENT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SMALL MAINTAIN MIN. 3//' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE uR SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N P N I N BEYOND METAL WALL INSTALLATION SMALL MAINTAIN MIN. 3/B' EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE KID WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I.1/2114CH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME LNSTAUAT10N: FOR INSTALLATION THROUGH 2X BUOITO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.2/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 2 3/4• EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 1110 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREAD!.PENETRATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE NUDE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITMTHE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZANO HAS SEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 101/1S.2/A440-Mll 2. ADEQUACY OF THE MS71NG STRUCTURAL CONCRETE/MASONRY, ZX FRAMING. AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX SUCKS IW HEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE W NTH THIS DOCUMENTIN NON4WKZ AREAS. IN 14VKZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI.OADE RER OR AN). 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRJNG IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL- PVC FOR HOLLOW BLOCK AND GROUT FILLED BLOCK. DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FSC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR a. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT" GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE-MINLMUM COMPRESWE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMLL UNIT STRENGTH CONFORMS TO ASTM G90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSL D. HOLLOW BLOCK CMV - UNIT STRENGTH COMFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 SIR E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or 18 GAUGE). MIN, In' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/ 16'. MIN. 1/2' EDGE DISTANCE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICALS HORIZONTAL SECTIONS(NAIL FIN) r_- HORIZONTAL VERTICAL 6 HORIZONE) TAL SECTIONS (THWU6H FRAM SECTIONS. BUCK INSTALLATION.6 GLAZING DETAIL MAX OVERALL SIZE COPffIG DESIGN PRESSURE MISSILE IMPACTRATING WIDTH HE16HT36' 14- O/% 35 / -35 PSF NON IMPACT 38' 1. O/X 50 / -50 PSF NON IMPACT 315' 74• O/X 50 / -50 PSF NON IMPACT 38' 1. O/X 35 / •35 PSF NON IMPACT 62, O/ X 50 / -50 PSF NON IMPACT 7r O/% 35 / •35 PSF NON IMPACT 940- 14- O/X 20 / •20 PSF NON IMPACT 72• O/% 25 / •25 PSF NON IN3ACT 133.75' O/X (ORIEL) 35 / •35 PSF NON LAPACT 96- O/ X (ORIEL) 20 / -20 PSF NON IMPACT 72' 6r O/X-O/X 35 / -35 PSF NON IMPACT 7r 64• O/X-O/X 35 / -35 PSF NON IMPACT 76' Sr O/XO/X 50 / -50 PSF NON IMPACT 76' 72' O/XO/X 50 / •50 PSF NON IMPACT 76' 77• O/XO/X 25/ .25 PSF NON IMPACT S0' 7A- O/X-O/X 15 / -35 P5F I NON IMPACT 96' 7A- O/X-O/X 30 / -30 PSF NON XMPACT LOB' 6r O/X-O/X-O/X 50 / -50 PSF NON IMPACT NOD' 72- O/X-O/X-O/X 50 / •50 PSF NON IMPACT IOW B4' O/X-O/X-O/X 25 / -25 PSF NON IMPACT d911.11y 09.&1 by M. F. NA 0. P.E R—.IMI: I= iPPrC• g UU. 61Ku(11.f11 FL#: FL19715 0a 20170615UPII:OS-0.W SilverLine f h Andersen IM741 I ai SILYml { wK NORTM ".V MICK W 0IMW FH LT•. 21 •1Y106D QX 3 T rm apy C)y S Z p v N ?z oz S N 4 6 pWC w I f\ p d III111 \YYL 10 T •- m Nm Z j InZ M zO3 p VVG u: SWC)002 EEr. 1 OF 6 MAX FRAM HEIGHT 9E MAX. FR. HEIGHT MAX FRAME Imo_ WIDTH 411' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96• --1 ELEVATION TWIN SINGLE HUNG WINDOW or I QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901J902 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL M02.4902 RATINGS, TWIN UNIT CONFIGURATIONS MAX FM HEIGHT t MAX FRAN HEIGHT 9! MAX. FRAME WIDTH 4B' ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108'-'I TRIPLE SINGLE HUNG WINDOW rSilverLine U Anduxn 014 SSLvEXUA 04ivE NO.TM O.v RACK. W CM 35-=0 n W < W V r W G m CL W W >: Q m ^ W i 4-0` x m Lu m W n N m N m Z a J S= U Z o n u IV) D002 OF 6 2' MAX. 11' MAX. FROM O.C. CORNERS 11' MAX. O.C. 2' MAX FROM CORNERS fr TE...•..YU bAT D.'ohF YULL K.. oKDM.k 'OarKA.. L.w. =1=Iu ANCHOR LAYOUT NAIL RN -SINGLE HUNG WINDOW 2' MAXFROM 4 1/2' MAX CORNERS I O.C. 4 1/2' OI 2' MAX. FROM CORNERS I` 4 V 2' MAX. O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG VA DOW 1' MAX. FROM CORNERS L 6' MAX. O.0 L 1'MAX fFROM CORNERS T I 6' MAX. O.C. 6- MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIKE SINGLE HUNG WINDOW 6- MAXFROM 20'MAX CORNERS I I O.C. 6• MAX. 6' MAX FROM123/4• MAX CORNERS ^ f-12 MAX. FROM I I O.L. CORNERS r O.L. 20' MAX. O.C. L 6' MAX FROM CORNERS L T— ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW MA 6- FROM CORNERS 111 m In, mill11 16 1/2' MAX O.C. L- L ANCHOR STW 6' FROM SEE SKEETCORNERS P/N 50-2995-2 MAX ANCHOR STRAP P/N5.2 SEE SHEET 5 FOR DETAILS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW Silver Line Andersen F749 u r.. arc 7ILvEa1r< DRM rnrn. w.H;vnq w aclu cot P Q f h F O i W < Z Lu m c z W N w " p X cc - W i C10N llF y^ J m J Z w W O O vI m F2 a " LLLu vhLu Lu 0 a9 prn— N j; Fr1 *IIILL00 K a m N m Z N N NG tt: SW0002 aEET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR 1 O.A. UNIT HEIGHT SEE GLAZING DETAIL. SHEET 6 1 1/2' MIN, EMBEDMENT a' . INTERIOR 61 VERTICAL SECTION Q % HEAD -2X WOOD BUCK vv NAIL FIN SEE GLAZING -\ DETAIL, SHEET EXTERIOR INTERIOR PERIMETER SEALANT BY OTHERS EXTERIOR FINISH 8Y OTHERS US WOOD SCREW INSTALLATION ANCHOR WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN NCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 3/8' MIN. EDGE DIST. v.• MAX 1/4' MAX. SHIM SPACE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE GLU2SNG ' DETAIL. SHEET 6 INTERIOR EXTERIOR O.A. UNIT WIDTH MIN. 3/8•EDGE DISTANCE MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 48 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET L INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 1 HORIZONTAL SECTION 1 LAMB - METAL STUD2/4• MAX. 4 NAIL FIN 1 r SHIM SPACE 3/8' MIN. J EDGE DIST. a a CONCRETE/MASONRY BY OTHERS 1 yr MIN. EMBEDMENT q VERTICAL SECTION 4 SILL -2X WOOD BUCK NAIL FIN Silver Line I-Andemm 9711 44 fit. •...t Ord :rLAMUk mu.E ero Yenv.mc& W Dr or w Inrl •.woo v 85 2 S; 0z a= o 00 ov_ x W j N W V m J Z C T 2 mcz& a4- K oIt a I ITrP_ O i9 IN 0$ 00-i Y= vz U N DWG #: SWD002 SHEET: 4 OF 6 10 WOOD SCREW 3/4' MIN. INSTALLATION ANCHOR EDGE DISTANCE ZX WOOD SUCK/STUD BY OTHERSCONCRETE/ MASONRY i SEEBYOTHERS SHEET 6 FOP.t/4' MAX. ti CAULK BETWEEN • - CONNECTION DETAILS SHIMSPACE CONQiETE/MASONRY •• SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE GLAZING l i/2' MIN. DETAIL, SHEET 6 EXTERIOR FINISH EMBEDMENT BY 07 7 INTERIOR 1 PERIMETER SEALANT J _ f 1/4• MAXSHIMSPACE BY OTHERS / O.A. EXTERIOR ( I ! INTERIOR UNIT / HEIGHT 1 SEE GLAZING f DETAIL. SHEET 6 VERTICAL SECTION 5 HEAD-2XWOODBUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIOED TO ACCOMODATE 014 DIA. EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE PLAN 0.0620 O.A. VIEW -ANCHOR STRAP UNIT T HEIGHT RIGHT FOR INSTALL. EEQ 1/4' MAX. PERIMETER SEALANT SHIM SPACE BY OTHERS EXTERIOR FINISH H.v, BY OTHERS. MIN. EMBEDMENT PRECASTSILL a BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR • f 3/4- MIN. ° EDGE DISTANCE VERTICAL SECTION 5 SILL- CONCRETE/MASONRY THROUGH FRAME EXTERIOR MIN.3THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2'EDGE DISTANCE 10 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TVBE/STUD OR APPROVED l—MULLION BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT BY OTHERS UNIT WIDTH HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 0.500 3(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. S. FOR INSTALLATION TO METAL STUD. USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION. MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) tr10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. Silver Line n ac wa. aoo a. a[ .n.cnut atvE raan rva:rvca.woazi M (lwi .}IOOC z mn v,o 7 1 F O n 8+ 0 W ^ x w x `Bw 0W m< N .y J1! N 4p W ! rO n F c G •e 31 It,—•cl- mz vf Z c v h SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL'FRAME 'LARGE'FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENT5 REQUIREMENTS. VERTICAL SECTION /H HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH RMFORCD46 IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (0/X), DESIGN PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/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-O/X), DESIGN PRESSURE •/-50 PSF J C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SITE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF p-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SEE/RATINGS: 76 X 62, (0/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverUne NOTE: wAndersen ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. .ocr•.••••. ME frLW.U.E wve C-`) UYI000 5/8' O.A. I.G. GLASS EXTERIOR / INTERIOR I O l MIN. GLASS SITE ilk' 1/8• SETTING BLOCK U GLAZING DETAIL I NOTE: LLOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.0 THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. _ EMBEDMENT 1 L/2' MIN. EDGE DISTANCE 2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL 0 111100 o z u 0 DWG u: SWD002 SHEET: 6 OF 6 E 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. 4875 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' 4-.0 G StONAL HermesNIWiQo, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(d) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 61' 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 6"' 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 lrlA\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 lrlA\\BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use q8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 FLOPIDA OHPARTMHNT OF Business & Professional Regulation OHDq HOME AHOUT OHDR 4PR 0I1.1IEIOI(9 CONIICT OHPR Florida YProduct Approval IUSER: Public User r•s+r..: •un.•. Rn•....:1 r1 :.• Product Acoroval Menu > Product or Application search > Application ust > Application Detail Fl- # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RIO-2692E-17 ASTM C1186 eouivalencv.pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding flber-cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVHZ Install in accordance with NOA 17- 0406.06 Installation Instructions FL13192 R5 11 CemPlank-Installation.odf FL13192 RS II ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 R5 II NOA 17-0406.06.Ddf Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER Rio-2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.Ddf FL13192 RS AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Slding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R5 11 ER RIO-2688-17 Plank WSP Sheathing.DdfImpactResistant: N/A FL13192 R5 II HardiePlank-Installation.odfDesignPressure: N/A Other: For use In HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.Ddf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192. R5 II HardieShingle-Installation.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 11 ER RIO-2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 II HardieShingle-Installation.Ddf Other: Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.Ddf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding Flber-cement lap siding Limits of Use Installation Instructions. „ Approved for use In HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 RS II ER RIO-2687-17 Plank Shingle to CMU.odfApprovedforuseoutsideHVHZ: Yes FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.odfImpactResistant: N/A FL13192 R5 II NOA 17-0406.06.01' Design Pressure: N/A Other: For use In HVHZ install in accordance with NOA 17- FL13192 R5 II Prevail-Lao-Siding--Installation.odf VeriFled By: Ronald I. Ogawa 241210406.06 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, 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 dick here . Product Approval Accepts: F dkcl Credit Card Safe I Florida Product Approval PrevailT" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO- 2687-17, or RIO-2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL , 5°ut",, - J I MULTIFAMILYSIDINGPRODUCTS Lap Siding INSTALLATION REQUIREMENTS - PRIMED AND FACTORY -BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH -:1 TEXTURED IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on edge. j Carry p g • Protect edges and comers from he man a e caused is nbreakage. The manufacturer is notbreakage. responsibleg y OUTDOORS 1. Positlen tutting station so that word will blow dust away from user and others inwmidngam. zUse one of(he rcgewirgmethods: a. Best i. soon and snap U. Shears (manual, electric or pneumatic) b. Better: I. Dust reducing circular saw equipppped with a Hardiebladensaw blade and HEPAvacuum extraction c. Good. I. Dust redorig circular sawwith a Hardleblade sea blade only use for low to moderate cutting) INDOORS I. Cut only using score and snap, or shear; (manual, electric or pneumatic). 2. Position cutting station Inwell-ventilated area NEVER use a power saw Indoors NEVER use a dralar saw blade go does not tarty the Hardeblade saw blade trademark NEVER dry sweep— Use wet suppression orHEPA Vacuum improper storage and handling Of the g product. Important Note: Formaximum protection ( lowest respirable dust production), the Manufacturer recommends always using'Sesr4avel circling methods where feasible. MOSHapproved respirators can be used m conjunction with above axtgng pradces to further reduce dust exposures. Additional exposure information Is available at www.prevailsiding.mm tot* you determine the most appropriate cutlkrg method for yourfob requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified Industrial hygienist or contact the Manufacturer for further mforrnalba SDM3105 GENERAL REQUIREMENTS: PrevailTM lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. PrevailTM lap siding can also be installed over foam insulation/sheathing up to 1' thick When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulationtsheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Install Prevail' products with a minimum 6' clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required ( fig. 3). Maintain a 1" - 2' clearance between PrevailTM products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6). Maintain a 1/4' clearance between Prevail"' products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum 1' gap between end caps and siding ore FI 1 Double Wall Single Walltrim (fig.8). g Construction Construction Install kickout flashing at roof -wall junctions (fig. 9). water -resistive barrier let4n bracing Adjacent finished grade must slope away from the building in accordance with local plyNood or 24• o.c. max. building codes - typically a minimum of 6' in the first 10'. O gxibg Do not install PrevailTM products, such that they may remain in contact with standing water. Prevailn lap siding must be installed on vertical wall applications only. DO NOT use stain on PrevailTM products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/ or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardle.com. INSTALLATION: JOINT TREATMENT Required for Factory Built Color Rnish, Recommended for Pfimed product) It is not recommended to use caulk at field butt joints. Figure 2 water -resistive barrier g W.=l joint Wing" pla from 8cc water{eslstive P Ixanler fn5lagpunks in ° omoderate contact ° 0 r0°° ° ° tarter ship toentplankangle 0 Install factory finished edges together at butt joints. \ leave appropriate gap between planks and trim, then caulk"' As required by local building code "' Apply caulk in accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail"' products contain respirable crystalline silica, which is known to the State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called slticosls, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work In outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardieblade' saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) won others In the immediate area; (4) wear a property -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) In accordance with applicable government regulations and manufacturer instructions to further limit respirable slIlca exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep For further information, refer to our Installation Instructions and Material Safety Data Sheet available at www.prevallsiding.com or by calling 1-877.236-7526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. imam+ PR1007-P114 7110 South CLEARANCES Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between Prevaillm products surfaces, flashing and counterflashing requirements for clearance between the Prevail"m products and and decking material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5g manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the studcrater aterresstsl"e Figure 4 siding 11' resisgve roofing and the bottom edge of the siding and trim. barrier barrier Figure 6g Maintain a 114" clearance between the bottom of PrevailTm products and horizontal flashing. Do not caulk gap. Figure 7 r.-- siding Do not 1/4' gap Caulk Bashing rw rg sidlnt Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" tasda deck r lost 1• - 2' Figure 9 -. KICKOUT FLASHING Stop i<. Because of the volume of water that can pour sdwmdown a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with lf dheA step flashing. Where the roof terminates, s iackmd wng install a kickout to deflect water away from the siding. Dep It is best to install a self -adhering membrane on the wall before the subfascla and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing$ To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. stud 24" J O.C. max. stud 24" Figure 10 Figure 11 1 1/4' min. O.C. max. overlap water-reslsUve Minimum overlap barrier o for Both Face I I 1 and Blind Nailing y r I I I of I °I blind nail 3/4- — — I -1- _---- min. 1 1/4" N face nail 0 overlap I I I I I I water -resistive water -resistive I barrier 1 1/4" min. barrier overlap Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.ilconfine.com. Also see General Fastening Requirements. P214 6/10 South GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'14 products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING PrevailTM products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Dave under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer ( For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk 8l add nail do not under Do NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on PrevailTM' products. complying with ASTM C920 Grade NS, Class 25 or PrevailTM products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193. paint manufacturers specifications. Back - rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new PrevailTM lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on PrevailTM products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE (Please call 877-236-7526, option 1 for local availability) Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS SQ 1 SO =100 sq.8.) 51/ 4 exposure) 4 PREVAIL" LAP SIDING WIDTH 61/ 4 7114 71r2 8 5 6 6114 6 314 8114 7 9114 8 91/ 2 8114 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 196 163 163 121 14 350 290 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for. over or under ordering of product. RECOGNITION: PrevailTM lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Code® Section 1401.10,1405.15, and 1405.17.2; and the 2006 International Residential Code® for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. All rights reserved. TM, SM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHTL. Warranties, and Warnings are available at w nv.prevailsiding.com MULTIFAMILY SIDING PRODUCTS P414 7110 41 1/2/2018 Florida Building Code Online Business & P r ofessional Reaulaltion BCIS Home ; Log In I User Registration i Hot Topics I Submit Surcharge I Stats & Fads I Publications I FBC Staff i BCIS Site Map I Links I Sear. Fonda ij Product Approval ter;• USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:ltwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwGrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi5 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 licero under Chapter 455, F.S., please dick here . Product Approval Accepts: oao https:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 G R E E K Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea!Lty Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6e' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G%P'plY . R. • Pq. 2017.09.01 No 74021 !/`/ 10:06:18 04'00' STATE OF O R, O P,••`: Zachary R. Priest, P.E. C? . Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location 1 1 1 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 11 1 ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lr Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J # Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch 12F-1 Max. 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch 0 dia. x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each papanellap p head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 1617-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. min. 1/4-inch head dia trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in i . 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nailchinchail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood le g staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate nel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttAttachach ment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. X- One (1) min 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) 2.25- staples in diamond batten or two (2) Wood l eg staple spaced finishing nail with min. 60 inch x 7d ringx7 pattern spaced 16 min. 2 25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2 25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0 072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1 75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Mitt 3/8" head dia nail with min. ly," engagemenc(for wood substrate) or min. 0.097" dia. T-nail or otub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I I \—"F" CHANNELEL( OVERHANG WIDTH VARIES) 12 F-3 Wood . concrete or Block. 1! FASCIA LIP 1 /4" STAPLE SOFFIT TO 7ASCIA 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 ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail siwuiU ` SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" 114e* ' DETAILL CROWN STAPLES USING A DIAMOND sr v[s Krv[¢wI i PATTERN FACIA BOARD ` FASCIA CAP 12 F-2 3/4- X 1/4- CROWN FACIA BOARD 8 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F- CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE D.C. NAILING FLANGE UP OR 3/4' X 1 /4" DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. f Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B ze 3/'STKA TV N `1 SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD `\ ____' I 3/r WTVEEN DETAIL STAPUS / ASCIA CAP 3/4' X 1 /4" CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. ccrewed to soffit PAINTED S.S. 48' I with on. 8 x 1/2" x 3/8" head O.C. diameter screwew, , 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED 3.3. CAP SOFFIT FASCIA t'CROWN STAPLE OPEN RAFTER FASCIA BOARD 116A 5/r 1-WI 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL F- CHANNEL--,--" HANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. 1!;" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. f FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail s `, SOFFIT STAPLE OPEN RAFTER 3/4' x 1/a• DIAMOND PATTERN DETAIL1_3/0' CROWN STAPLES USING A DIAMOND ` Kr`'J sr s i PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4' CROWN FACIA BOARD 8" 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'.1" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / lo TO SOFFIT 1 FASCIA DETAIL 8„ F" CHANNEL 3,8'1SOFFIT, MAX 16' I SPAN M SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAI PAINTED S.S. 48' O.C. SOFFrr—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix IS ST A TWEE„ ` SOFFIT STAPLE DIAMOND PATTERNII 1 FACIA BOARD ' 3ir VETVEEri DETAIL STAPLES FASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE W ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM NAIL FASCIA BOARD PAINTED S.S. I'x}' CROWN FASCIA CAP STAPLES SOf FIT USING A DIAMOND PATTERN: REFER 10 I'r' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 24F-4 I'r!' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT 1 FASCIA \ DETAIL 1 Nominal SY tBattenAnchored SOFFIT; MAX. 24' F-CHANNEL ilho oneRaftersrlthone ld Ring Shank Nail at every Rafter M000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. IA- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'.J' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1'.1- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'.2' SYP batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Ratters rich one Id Ring Shank Nail at every Ratter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA J- T-NAILS FASCIA CAP SOFFIT 1-4' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 I'.I- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal I's 2' SYP Batten Anchored to SOFFIT. MAX. 24' F-CHANNEL Rafters with one 1d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I f" TRIM NAIL FASCIA BOARD PAINTED S.S. IS ' tCROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED 1' 'CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD I t' TRIM NAIL SOFFIT & FASCIA PAINTED S. S. DETAIL 24J-1 & I'r!' CROWN STAPLE 24J-2 — — FASCIA CAP; REFER TO SOFFIT L FASCIA lo DETAIL / Nominal 1' R 2' SYP battens 8- \ scabbed between ratters and SOFFIT; MAX. 24' / Y/ J- CHANNELsecuredwlhone (1) 7d nngshanknailatralght-na0edthrough the railerIntotheendWOODSUBSTRATE ofthebattenortwo(2)7d nng shank nails tas-nWee on either side of the battern at the batlerdroner Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42 2 46 8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 1 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 Enclosed 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 154 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Height Roof ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 1 -53.1 59.1 65.5 4 40 25.0 29.4 341 39.1 44.5 50.2 56.3 62.7 1 -69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 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 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 4 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 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 160 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31'.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed 'mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79 0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 • 58.9 67.1 75.7 84.9 94 6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 296 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 334 37.8 423 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -L 3/8" J-Channel ALC15001.3 3/4" — 1/8" HEM T 7 3/4" 3/8- FL12194-R6 ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / 8 PROFILE 2.ITS- REF o 0000 0000 00000 0000 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" Y 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.1 TS PFP 0 Sr TYP 0 2V TYP 0.125 TYP o oaoo aao 000aa 0000 aooaa tl 000a END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS This report is not for use in the HVHZ. Design wind loads shall be determined in accordance with FBC Section 1609. Soffits shall be labeled in accordance with FBC Section 1709.10. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/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 panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G`TP' Y..... • P9i ' Es• Fs- 2017.09.01 10:06:18No74021 10 STATE OF 04'00' O R t O P,.• `: Zachary R. Priest, P.E. Florid-'S,`S O q1, •``` Organizationation No. l A E9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1 5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LiMiTnnONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location r Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-4 Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J #I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/1612F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 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 head dia. trip nail spaced 48- 48 64.2spaced24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each papanellap p head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16 inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 10 -inch.leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood cinchoc. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi] Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inchinchx7dring One (1) min. 1.75-inch io. c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072- inch diameter 80/ 24F- 3 12-inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ininx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0 072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 2417-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga 'h- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1 75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ringmin. pattern spaced 16- 2.25-inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" head dia. nail with inin. 1W" engagement(for wood substrate) or min. 0.097" dia. T-nail or atub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & I I \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F"CHANNEL Wood. Conc*ara or Block W 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 ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail urscr ' SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4" DIAMOND PATTERN I DETAILL."O* CROWN STAPLES USING A DIAMOND , K'' sr,ts i PATTERN FACIA BOARD ` FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 8" 1-3/4" TRIM NAIL STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. T—'F' CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4' X 1/4" DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 OPEN RAFTER 3 s;, ^; ` SOFFIT STAPLE GIST DIAMONDII I DETAIL PATTERN FACIA BOARD 11 yr esrw.[sLES 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMONDPATTERN FASCIA CAP 12J- 1 3/ 4" X 1/4" CROWNfAC1A 8" 1— CWWNEL BOARO 1- 3/4" TRIM NAIL STAPLE ON CENTER JTRIMNMAIL PscrewedcosoffitPAINTEDone(1) N8 x S.S. 48"withFASCIA CAP 1/ 2"x3/8" head diameter © crew, O. C. 3/ 4" X 1/4"16" o.c.CROWN STAPLE SOFFIT — max. 12-inch span SOI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL I FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1"14" CROWN STAPLE OPEN RAFTER FASCIA BOARD 116A S/r T•NLN 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F' CHANNEL-,"" HANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. ly." engagemenc(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall zor STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, , SOFFIT STAPLE OPEN RAFTER 3/4" X 1/4" DIAMOND PATTERN 1 I j D ETAI LCROWNSTAPLES1USINGADIAMOND3/W KTv[ENI STAPLES PATTERN FACIA BOARD i FASCIA CAP 16 F-4 3/4" X 1/4" CROWN FACIA BOARD 1-3/4" TRIM NAIL 8" STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4" X 1/4- DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAILIr ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. CAPFASCIA SOFFIT 1',J- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'x{- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL CAP; REFER TO SO / \ TO SOFFIT i FASCIA F' CHANNEL—'--"" HANNEL DETAIL T SOFFIT; MAX. 16' SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAILJ PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/ ' BETWEEN `, SOFFIT STAPLE DIAMOND PATTERNI FACIA BOARD '1 123/1r ; DETAIL IETVEEN/ STAPLES / ASCIA CAP 3/4' X 1 /4' CROWN STAPLE '8' ON CENTER 1—J/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a4' CROWN FASCIA CAP STAPLES SOfF1T USING A DIAMOND PATTERN: REFER TO I -xi" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 8 \ 2417-4 I-q- CROWN STAPLE FASCIA CAP: REFER TO SOFFIT L FASCIA \ DETAIL / Nominal 1ith SYP I 3/B1 Batten Anchored to SOFFIT: MAX. 24' 1F•CMANNEL Rang S ankh one Td Ring Shank Nail at WOOD SUBSTRATE every Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM NAIL FASCIA BOARD PAINTED S.S. IA* SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT I-rj' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'.2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX, 24' Rapers rich one Id Ring Shank Nail at every Ratter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 16GA 1' T-NAILS FASCIA CAP SOFFIT 1"ct" CROWN STAPLE 1 t" TRIM NAIL FASCIA BOARD PALNTEO S.S. E:): SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'x2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I ' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIF PATTERN; REFER TO CANTILEVERED CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD SOFFIT & FASCIA I t TRIM NAIL PAINTED S.s. DETAIL 24J-1 & I'r!' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFf1T 1 FASCIA OETAII Nominal 1' 2' SYP battens 8- scabbed between rafters and SOFFIT; MAX. 24' J-CHANNEL secured with one (1) 70 Mg Ishanknailsbalght•nalled through the rafter Into the and WOOD SUBSTRATE of the batten or two (2) 7d ring shank halls Ina-naded on elther side Of the batters at the battenlroNer Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 1 -60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 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 18.3 208 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 281 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1-7-701 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 531 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 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 Enclosed 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 1 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 60 174 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 ' 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 326 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72 2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 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 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 1 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -L 3/8" J-Channel 3 / 4" — 1/8" HEM 7 3/4" 1 3/8' ISOMETRIC VIEW 3/E' PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 2s, T'P 012S 7VP 18" BLANK 3 / 8 PROFILE 2 US -Pt o a000 ooao oa000 oaoo a000a ooao ALUMINUM COILS, INC Soffits Appendix D ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/6" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/6" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.17Y REF o sP rvP VS-TVP 0.125' TV P o 0000 0000 a0000 aaoa 00000 000a END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts dba r Product Approvala-0 USER: Public User e Product Approval Menu > Product or Application Search > Aoollcation List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harner mark.d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERa ppold/Desktop/2017%20PRODUCT%20APPROVAL/Flodda %20Bui Id ing %2OCode%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: 00 file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 DG4 ANE1983 The facsimtle seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronlally signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. VTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 REFERENCES: Ent! Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 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 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/ 09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S-R13 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 13:09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20', XT' 25, XT' 30 and XTI 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont®, Belmont° IR, Carriage House Shangle®, Grand Manor Shangle°, Landmark'", Landmark' IR, Landmark' Pro, Landmark' Premium, LandmarkTM TL, Landmark'" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SIBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TL7 and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatterasm, 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 Ridgem, 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V,,,t =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential5oloris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate ofAuthori:ation #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITYJERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. vwry , 25; XT- 30, XM 30 IR:, ENGLISH 12" 12" 12" 305 min) —(305 nm) 305 mm)--{ 1" ( 25 mm) Sealant 1"(25 min) 5 5/e" (145 mm) 5 rip ,lot Norxood Plant _ _ L__J_ METRIC 13Ve" - 131/e" -.+- 13Va" V ( 25 mm) Sealant 1" (25 mr i--- 6 Va" T Figure 11-3: Usefour nailsfor ei 7full sbingk STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTA1 D45S6 Type II is suggested. I - - - L Roofing Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab corner. Figure Ili Use four nails and six spots ofaapball Gernert on steep slopes CAUTION: Excessive use or roofing cement can cause shingles to blister. Hip & Ridge for CT201, XT' 25, XT' 30, XT' 30 IR: Cut Shingles 251"- 1 I 1 I 2' ( 50 nm) Remove, I t 1t 1 12 2" Cap Cap Cap 305,mm) Shingle Shingle Shingle Figure 11-24: Cut labs, Then trim back to make asp sbingles Ertglisb din unions sboum), 51" 12"(305mm) I 125fnm) 65) e shov' a1`l T Figure 11-25. Inskillation of aps along the bips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0S-R13 Certificate ofAuthoriration n9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/05/2017 Page 4 of 12 TRINITY I ERD 6.5 ARCADIAT"" t ` LOW AND STANDARD SLOPE STEEP SLOPE Use SLr nails for every frill shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for ever}' full shingle as shown below. AppFc asphalt roofing cement 1"(25 nim) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Tape II is suggested. r' (25 mm) ttaLme rna , t2s t 1125mm) LL n>,t Lug Figure 2: Cse six nails for ereq' frill shingle, LL Figure 3: U%e six nails and four spots t f asphall ronjing cement on .deep slopes. 6.5.1 Hip & Ridge for ArcadiaTM: Cedar Crest"', Cedar CrestTM IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPIL " 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. 3rnrn) (305mm) ure I %mVIN Hand -sealing adhesive 4" 1!4" 3/4" I 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthori=ation#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 BELMONT® OR BELMONT®IR: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. M o Ad&tkrW mils it required. TRINITYJERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 000100 Oto 5110qIssom :101MA60,00.0, 6.6.1 Hip & Ridge for Belmont® or Belmont* IR: 6.6.1.1 Option 1: For Belmontm, refer to instructions herein for Cedar Crest^' or Cedar Crest'" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17-18.- Sbangle° Ridge. Remove tape8• Exposure from the right side 1' ; 81 and fasten f11" r SECOND Fasten theme left side 8518 RIGHT FIRST j/ LEFT Figure 17-19: Installation ofSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate afAuthari:otion#9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE®'AND GRAND MANOR SHANGLE®` LOW AND STEEP SLOPE STANDARD SLOPE Use live nails for every full Shangle. L --(25 mm) I (251mm) 16 mm) (220mm) Figure 17-4: lire fire nails for errry full Grand Manor.Sbangle. Carriage House Sbanglc; or Centennial Slale. I TRINITY I ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use live nails and three spots of asphalt rooting cttment for every full Carriage (louse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17 .S). Asphalt roofing cement mooing AST1 D4586 Ape 11 is suggested. 38 mm) or leu 8 518" 220 mm) F{qurc 17.5: u'ben installing Grand Alanor Sbangles on sleep slopes. use srren nails and lbree spots of aspbalt roofing amen!. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDIIIIARKTm, LANDMARK? IR; LANDMARK-'.'.' PRO, LANDMARK"' PREMIUM, LANDMARK"'' TL., LANDMARKTm SOLARIS, LANDMARK'"' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRI( DIMENSIONS 17' 143/4" 12" 305 mm) --(375 mm)-- --(305 mm)-- rra zarrr ta raax,•eaa,.-re •-„ —„s. i I--1" (25 mm) Release Tape 1" (25 mm)' Nailable . Area LANDMARK TL NorthGate: Figure l,i-4: Use four nails for et rp• fidl sbinglr_ WDE MLVG 12' 14 34' 12* 1A — (305 ram) (375 mm) — (305 mm) Nalhtg U61s 1' (25 mm) Uwnal Ire 1' ( 25 mm)— or Naing areas for low surd standard sbpos (tom 2:12 to 21:12) Nal between upper d brier lees as shmvn above. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate of Authoriration#9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Ise six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTNI D4586 1111)e 11. Apply I" spots of asphalt roofing cement unde each corner and :d about 12" to 13" in from each edge. METRIC DIMENSIONS r(3012"— 5 mm) UMARM r 01IL-C 1"( 25 mm) Nail Area For Steep I..- I 25mm) {---- 143/i ' 12"—" 375 mm) ( 305 mm) saoac as' aae ou r'w-. tease TaP a 1' (25mm)- 25 mm. VTRINITYIERD LANDMARK TL r(131/ 2" 343 mm) 13" 330 mm) 13V2" 343 mm) ff1 "(25 mm) I - 1 "( 25 mm)--1 I 25 mm) ---- 11 Roofing Cemerd Figure 13- 5: Use six naik andfour spots of aspinit roofing cement on steep s/opes ing Cement NorthGate: STEEP 12" 14-3/4" 12" SLOPE I--( 305 mm)— — (375 mmj-----(305 mm)--1 NAILINGAREA Nailing mils 1'(25 mm) betweehjpwer 1"(25 mm)- _ - nai ones. r 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Stomt- Nailing" Nail between lower 2 nail lines as shown above. 6.8. 1 Hip & Ridge for Landmark'", Landmark' IR, Landmark' Pro, Landmark' Premium, LandmarkTM TL, Landmark' Solaris, Landmark' Solaris IR, NorthGate: 6.8. 1.1 Option 1: Shadow Ridge"" or NothGate Accessory 12, 97/ 8' 305mm) 415116( 250mm) 415/ 16 6' (125mm) ( 125mm) 15omm) r( 150-M) Notch for Not h for Centering Centering 12' . i 131/4' " 305mm) Notches for Alignment to 7. 7. ( 337mm) Notches for Alignment to5/ the Top Edge of the Previous (180mm) the Top Edge of the Previous (196mm) L LCapfor5' (125mm) Exposure Cap for55/8' (141 mm) Ei posure English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthor( ratlon #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 Certain'reed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 27/V 250 Mtn) 15n6' (tzs tarn) Certsru g Notch 13 114' 337 mm) Align th:se I notches to top 7 518' edge of (194 rnm) previous collrss L NorthGate Ridge TRINITYJERD 13 t/8" 333 mm)— 6 5im'm)IM-6 6/8'- 168 mm) (168 mm) I Centering 131/4' Notch 337 mm Align these 7 6' notches to top (194 mm) edge of previous course. NorthGate Accessory 305mm) I Laying Notch I I I Figure 13-20' Use laying notebes to center sbingles on bips and ridges, and to locate the correct exposure For ASTM D3161, Class F performance use BASF "Sonolastic° NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorirationd9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 VTRINITYIERD 6.9 PRESIDENTIAL SHAKE'"', PRESIDENTIAL SHAKEll IR; PRESIDENTIAL SIiAKE'TL'" ;PRESIDENTIAL S0LARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing 40' above tab cutouts maldng certain tabs of overlying shingle corer nails. Guide Lines (1016 Trim) 5 114' 133 Trim) 141 /4' 1 1/2 38 min) 362 mm) I NOTE: Apply nails on painted guideline. Figure 16-6. FasieningPresidendalrmdPresrdmtW TL SMLe 1' diameter asphalt roofing cement sbingles on lore and standard slopm Figure 16-T Faskning Presidenlid and Prem&nlial T/L SW6 sbinrgles on sleep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" IR, Presidential Shake TLI, Presidential Solaris—: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP1' " 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 HA'i ERAS'"': LOW, STANDARD AND STEEP SLOPE: f230 coin) I t230 coin) I (2i0 mm) (230 coin) I Figure 15-3: fastening 11arteras Sbirgfes on Lou• and Slandmd.9opes For lore and standanl;lopes. use free pads for each full Hatteras shingle.-v shown :dote. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Hjum 15-1: Fasbui g 1tallems Sbirgfm on WePMoprs For steep slopes. use fne nails and eight spots of asphalt roofing cement for each fug Ilstteras shingle as shown abose. Apply I 25mm) diameter spas of roofing cement (AtiTAI D 4586 Type 11 suggested) under each tab corner. Press shingle into place; do not expose cement. CAUTION: Too much roofing central can cause shingles to blister. Evaluation Report 3532.09.05-1133 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 VTRINITYIERD 6.10.1 Hip & Ridge for Hatterasm: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 tbree piece units separate to make 54 Hatteras Ao:,essory sbin&. 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 ram) I I I r Fa en 460 ram) goh 1---I--- 18" 17(203mm) — _ 5 d 5mca1 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15-20.• Cut Hatteras sbin& to make cover cap. Figure 15-21: butaffation of caps along Gips and riitqu 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPlm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE`"', HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE: STEEP SLOPE Use FIVE nails and F.IGITr spots of asphalt roofing cement* for each I a70n't p°•"1 I90 full Highland Slate shingle. For Mllami-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D45S6 Type 11 is suggested. Mien Dwe rpuiru S!X nab (tro rail! Ins[MW ow tiler _....a M W as dam). r ryun SIX u7a Qn rrLSD(-, Irda6E mr a4r NOJ o dam' Figure I I.3: Uso RV6 nails for every Higblrmd SWe sbingla Figure Ib.ik Use HIT nods and eigbl spots ofaspWl roofing miuml under eacb tab comer. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slater" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate olAuthoriration#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 TRINITYJERD 6.12 PATR*O 4Y LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. Sealant 6lfd 1'(25pm) j— — j i*(i5=)-= 156 rtm) 10n:) (m:,trJ 1333mN Use FOUR nails and four spots of asphalt roofing cement for cvm full shingle as shown belo1 .ksphali norung cenicia nutiying ASPdI D4586 111x II is suggc-stzrL Apple 1'(25 min) slots of :uph:dl roofing cenle9nl as shown. CAUTION: I'sscessice use of roofing cenieni can curse shingles to blister. lrr'1``'' Is j ------ i•txW n6rm) t • T- Hnolinp Cement 12-11r -I— 13-11r 12-IM +i 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest', Cedar Crest' IR, Shadow Ridge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certiftate ofAuthorirotion #9503 6EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13:09/OS/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts d HOW pr Product Approval USER: Public User el `` ca Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL#3 FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Publications I FBC Staff I BCIS Site Map I Unks I Sean TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden il Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavmen final.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code hftps://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtF2Aezuadg0lAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FU2328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Undedavments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 fI TBP14001.4 2017 FBC Eval Report TAMKO Underiavments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 1I TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtF2AezuaggOlAramDGm5ebt5wRW28J8d8c61CFKFGNO%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 hftp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6'" EDITION (2017) Issued October 19, 2017 TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOG TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8' gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOG TW Metal and Tile Underlayment and TAMKOG TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOG Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOG ASTM Slate Surfaced Roll Roofing shall be 2:12. Undedayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOG TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofin Shakes Shingles Concrete Tile TAMKOO ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAM KOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKO(D TW Underlayment Y Y N N N N TAMKO® TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Efliily Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (fST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CAl2269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Q,••.\.G•E Ng. Fir No 74021 3 STATE OF :QJ OR1 O N Al CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufactunng 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. TBP14001.4 END OF REPORT FL12328-R8 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 bur Drive17520Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://wwwtamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1 1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV undedayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001. 4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturers installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 507 except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO@ Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKO@ ASTM Tile Underlayment N N N N N Y TAMKO@ Master Smooth Y' N N N N N TAMKO(& Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (fST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (fST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (fST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY R. PR 10. PGP G•E N 3F Fir''. No 74021 STATE OF :4U 0 Fit CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distnbuting products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts dba r Product Approval4aUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter@lomanco.com BCIS Site Map I Links I Sear. Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity . Yes No , N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVdikEkuTrIzAU6DFsUembpCG3RoA%3d%3d 1/3 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summa of Products _ ___ ____ FL # Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 ' 1 730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1 770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R30 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R30 II Lomanco 700 Senes - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.odf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 fI NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.odf Created by Independent Third Party: Yes B k, Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://foridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAh4FdADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MtAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. APPROVED in, NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS . " . 1, Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/s" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L------------------ j i I FA 700 SERIES LOUVERED ROOF VENT MAMMADECOY!mm NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF DETAIL B 750 SERIES LOUVERED ROOF VENT 1 91 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 1 I .r I I 16.C'D 750-S SERIES LOWERED ROOF VENT W NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D i r r r• 1 5.33 I 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMaMIA1111-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.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY -, A- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerP' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M M -Mpw.m.wr M M M 700 SERIES LOUVERED ROOF VENT M M -Mpw.m.wr M M M 700 SERIES LOUVERED ROOF VENT 1 DETAIL B 750 SERIES LOUVERED ROOF VENT 1 9 1 A_q1 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 i i 1 5.33 1 DETAIL C CIDD 16.C. I 750-S SERIES LOUVERED ROOF VENT 12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 L T DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAW MIAMI-DADE COUNTY t PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA_ NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail I %," 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 Cost nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Sea] all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roof -mg. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 1 I I 750 SERIES LOUVERED ROOF VENT QM[AMM1-DMECO=UNTY 9 9 , NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 I 1 J.33 1 DETAIL,C I 16.DD 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 r Cr .C71 1 3.33 DETAIL D , 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 0 i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 BCLS Home Log In I User Reglstratlon Hot Topics I Submit Surcharge Stats d Facts Publkatlons FBC Staff ' BOS Site Map Unks Search Fbfl(i2 s Y AI Product Approval Ip USER: Public User Product Approval Menu > Product or Aoollcation Search > Apoiicanon Lest > ApplicaUon Detail FL # FL158-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certlficatfon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparr[no@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 Hlgh Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.Ddf Approved for use Outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.Ddf FL15B RIO II NOA 17-0821.19.0f Verifled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back No:t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer, Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant 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 dick hem , Product Approval Accepts: dhe Credit Card Safe M IAM I-DADE MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES WR R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (780 315-2599 NOTICE OF ACCEPTANCE (NOA) iymy.miamidade.Koy/economv Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the might to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ru aoE a NOA No. 17-0821.18 caUNTY it. / . Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E, B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTNI E-529-94, prepared by Applied Research Laboratories, Report No. 30404-4, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pmrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE, CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmt,ing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated ALlarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. tj(elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4"' 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory.Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTBER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nliami-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. Y4 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Datc: 09/28/2017 E-2 Cast -Crete: USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13N=ED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmving No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03/24/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulator y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE 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 CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. i ETelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE B. 71PE 'A' STIRF lV•.••L fLy LYfWLY IvcL nalvo m m6 mi LSi L vm 4"' SOLID LINTEL DATA TABLE m fWaK 71=10=0 lNr' a"am C>a ltire ti r-Sf•"irt r Ja? wlowi F" PRFCAST L1-LINTEL DATA TABLE il-IOi I C i L J:L11Jm.lJ 1 1 W TT.7 l J]ID iflrt-ir7WLt10 lae3ar•`F auarta ioc,vrae.F rJe a WLrs t Jx3munVSI lL:f117tZTtl2lliL`.11 1ii7 Tr1.17K3a r-tr •'IOGI•DEEL'.Ll fG.al WL\riu Wl.1O Wr orarrsru.L:.lrarvT[zrlTlraa r rx-Tr ra r ..,, •. , rar9 nsrm r cs n o rasarra"nrnr7Tarcr.T:sarrmvrrr•_srs r r Frassr.clrt•rr•r TTT•aat n rFseyrFcrFsyr•rTnr:ax RavrFz Fr[Lau.:•ma'L,, r..,FtravF'.9ro Tr caFa•a rFa9 7]EL ir}La1FiC,aLL.: r.l2TaUnaUMMLIUMARC]I rri+Qsi rasw.:i::srnm rzai! 1FFMWr37MV3M uTFi aeca 12' PRECAST W1 2' RECESS DO R U-LNTEL DATA TABLE fiD! rfDrRRAO 1""11M a rfonfm fa rrmoa.NrWYA. R a RrrRRFO m ODMkmli UYf um OADDA Df .r.DDDC[D OR DMif0U1L0 vrtllam vIt r.DDf rand aKfoa cur-unc uct oa: L UW*M b -11W TAIL .0 AAf W N N..•. Jln f....f L .Iamu oTmsmh . Flo m mml IMA - . r0 mufl m Y0, Alf L mm me lam nm0a of num mm At mwm I== L DMM= V.MMM f- - .a.. TO M AL f mal Ao u Dial r mi Eva ® v Olc mu=M UCQ rof MIIftE - ". v raum 1maA M1 ..f. A fof f lf0oa afa.lA - 4. I of =f= W! IA=MU lmll $00 1 .OnfY R16 fwu . mR ucc art .a r. K nun lm aI. f f11uf. rfa, cum tao. a. A. I. oxv Lama A ma.Nm n.lf rmL o. PRODUCT RrYIS13D N • . DDlldit C Ib llq Plv,i Acrapernw No! -0 2 . fg PRODUCT RaVIVI FWrWf 0.4 on Uao B p"MroYcodo IAoPUW* No q• o /'P/.' CRAIGPARRINO cm B924CR579 YON.0 FLRE U R. FL 33584 mM . 44758 PRECAST AND PRESTRESSED LINTEL DETAILS rM MM roSP1,-14 cu71 m J010 o Auaw ¢uu Ls DAM 3 CKV= r0 cm F r r. o mm For3XIM I of I N GENERAL NOTES I) YolaWi 1 }pppMIcS c6-Wm0 Jpc/E aqq eqa1amecdalama)• p 16 q(haw) per ASIM . vtQ `mhYt. ua ao•pr.NN Wuwlp If00 F+S fcbw pa AA c2 d. 9w1od ltraapau AStll C2A ¢p. Y rc S m ob Md baswfo'Nd"n :aa4wizlmama I pEdp1t t b. nd•ad ty 207G B t».Ani Impth M Imth. • I/2 mehn. 3) P,wN. 1.1 molar b.d od hod )drat. A) % ,mmkr M pme0b b fidkdn IN po a t NOXU.. 1a Sma /0 Gold added ,&.r. } q r bWi% 14%.1.1.9. 0 142e (.edJ I= 0t 5) A Ratak awl ar w .d J60 d091101L 1134 IsC.d. Sty ihb043mMdk1 :p7m w IIrY. mu" d) Shma MAI ant* a. tepM4 7) 4' .alll 2ol.b t. a Ind -Ord r/ C dba.asb. bmit.al.l -4 a' 11-4m VUU.L a) . 1nnd/ i4ucbad cnld —t —* ems h.-bItccwd 0) Ta 4c:19w my m lade cmc.nh.t.d bad. bvn Ih. .ate Md tcHos by Lmednum - loom m.tbml ad sh.ar at !- ,q Uam to 12) •• it 12- IAW. an rwnufadmed a 6-1/2' laap ..Icb.. a1 fb ands to acmaedda v kw w4 mww.N and pfwNW u) ID. nlu[r "Low of &Ads kztcmd b utuGr .W.1. eau, drl haft doc . cwUmofn ambd In ac— mw 4h AM aural° w cuv Ywaud moms IF) thdeb loadd 9m-0. Will,b ac1 Ih. wnWaWdv1. W7wimmbwl Ul-"A Ap;W Vo0m1 Mad k0a h u.1w loaf Lo Sol. ,u0cd M•d 4W. h. U old wd S IS) For caopodh fold h. olo rat 4r06 m W. Mod hour aed bran bdiN ol-m- IS) Pow 6dol Impm. mt ohm, bra .a1. Mod Icm avd Imp+l Implh churn. 17) S.f. Mad+ at. ap kp—d ala.Ak M.d. 10) Sal. bolt band m mllwd d.clga Mb•h For All h70daanW AO 315. 10) ,*OF.W Mtn dmm ( ab.n Ihmeado-t 9.v d1.pr odMrWdeMm1 A1 ^..•AKA SEE SAFE LATERAL LOAD TABLES FOR LOAD HAti1G FOR EACH ADDFnOWL REINFOM CCUU (ROM tj ".! r'• :i 1 '• FLU COURSE1GREBARFOR8' IP11E1. S 1/2' CLR TYP l'.{.; 2; S REBAR FOR If UNTElS CR40 a GROG SAFE LOADS FOR 4" SOLID LINTELS darn GRAVITY TYPE LENGTH 4S8 S- 8- (421 PRECAST 11 BO P-0' (48' PRECAST 959 4'- 6' (54) PRECAST 789 5'- 10-(701 PRECAST 460 V- 6- (780 PRECAST 360 7'- 0' (900 PRECAST 260 9'- 4- (112') PRECAST 156 10'- 6'(12n PRECAST 116 12U8 Cw>n-arn UPLIFT LATERAL TYPE LENGTH 4S8 458 3'-6' ( 421 PRECAST 687 371 4'-0' (481 PRECAST 597 320 4'-8' (54' PRECAST 529 258 5-10' (7n PRECAST 407 148 V-6' (78) PRECAST 366 118 7'-8' (901 PRECAST 280 87 V-4- (11n PRECAST 187 55 10'-8-(1261 PRECAST 152 43 12FB 121`12 121"16 10) HA - Hal Rated r •• .e _ 11) MWm r1mW addW «bcw to a totaled al Lk ballam ci Uu Intel coift. PRODUCTROVISSD BUB 61`8 6F12 61` 16 coot..••: wcamplylaawl,hthaFIcAck DWI&tg C ja 11-, t. • • • Ll Pxpf -on Oda NB < Li" 7: r-f^r TYPE DESIGNATION '; 'k•"" - n r. iurama® a,/a-timco ®t ! • • • • >• L> ... A;,n 1! '.*tfi ^t. ':-.f•.2r:i-I 1 2F16- 20/21 ,r `'1` . yS I ..::i:. 4• •" h' 1 1 `, r:: p 11A,;. 'YvyJ i --,j f J.• ij7 YyJ i)` •:F7;?!\': m1,.V'YV. poOJ N% .r, ••: 417 ,'-L/r .S I..: •, i! r; -.. ALT. cN ,. • 'J.w"..=, i L,. . YssQgfa. fullIY I.m7 - , _ +' •, 1) xmw loa r aomt>' I, ,`,, • :. • • `• o • ' • 4S8 tit ;y.• m • 12F28 12F24 12F20 Ci•[ tuw «, .: PRODUCTRIIVISIY) I MdId 15 • a• J-M t' : ' t•`' ,,. NR ' j O' nA CdaS7T Au. c• wao• p •• • • • • •.'/ • CRGPRNO - 0O Iz• H=RAL VMTH :•.4 CR 679 r'R356F32 6F28 6F24 6F20 9 j aras.,,aa, r mmCAST—CRETE 4", 6'' & 12" LINTEL SAFE LOAD TABLj 0 l]ZI_Y.,.. m2 wuc ptw4s-!4 mAeYm mux Au!uro w,vL !us PAIR / pal2Y0 M GIAtp TA21411q pt -ACC Ya uT9 0UE020110. tNN2 =I I SAFE: GRAVITY LOADS FOR 6" PRECAST U•UNTELS SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH 6U6 6FB-1B6F12-186F16-10U79-1BU74-105FT8-186FJ2-IB Y-6- (421 PRECAST 2332 2575 3892 5050 6148 7227 8297 9357 4'-O' (481 PRECAST 2025 2313 U92 5050 6148 7227 8M. 9357 4'-0' (541 PRECAST 1654 1857 3633 SO50 6148 7227 8297 7 5'-10-(701 PRECAST 1067 1260 2198 3557 6734 7227 8297fr, 8226 6'-8' (781 PRECAST 949 1078 1831 MO 4328 6737 B297 9357 7'-6' (90 PRECAST 779 883 1459 2188 3151 4524 5654 9357 9'-4' (1121 PRECAST 584 860 1058 1523 2084 27B5 3731 5017 10'-6"(1261 PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4-(138") PRECAST 457 513 805 113J 1507 1952 2492 3103 12'-O'(144") PRECAST 425 477 744 1042 1377 1769 22M 2808 IT-4'(1601 PRECAST 373 417 64B 893 1170 1485 1852 2285 14'-O'(16131 PRECAST 351 392 605 035 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R 299 455 620 794 985 1198 1437 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RERAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR 9° PRECART0.LINTEI S i1 i"• SAFE LOAD PLP LENGTH TYPE 6U8 6F8 RCMU 3'-6' (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 4'-G' (54' PRECAST 416 609 344 5'-10"(701 PRECAST 300 350 198 6'-6- (781 PRECAST 263 1 496 157 7'-6' (901 PRECAST 222 367 115 9'-4" (112") PRECAST 173 352 74 10'-6•(1281 PRECAST 151 276 58 11'-4'(136' PRECAST 139 311 49 12'-0"(1441 PRECAST 131 277 44 IS-4-(160) PRECAST 117 223 35 14'-0'(1681 PRECAST 111 202 32 F11'-4'(208 PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS Cwan i¢an SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6rB-IT SF12-I16FI6-IT P20-17 61`24-iT 6T26-1r 6F32-IT S-6' (42°) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (451 PRECAST 1225 ADD 2357 2913 3470 4027 4583 4'-G' (541 PRECAST 1083 1592 2084 2577 3OB9 3562 4055 5'-10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'-8" (781 PRECAST 723 1097 143710 1777 2117 2457 2797 T-41' (90l PRECAST 648 863f10 1249 1544 M 1B40 r 2135 2431 9'-4- (112' PRECAST 575 571 980 1252 1492 1732 1972 1O'-6-(128' PRECAST 514 462 787 1121 133 L 1551 1186 ll'-4-(136' PRECAST 474 1404 885 j qmj 1213 1442J 1645 12'-0'(144') PRECAST 454 30700 619 888 f093 1299 15os 13'-4-(160' PRECAST 402 308t 516 95 736 908 1076 ty 1247 14'- W (I681 PRECAST 358 285 475 677 832 969 1145 171-4'(2081 PRECAST 253 208 j 33B 476 r 585 fall 593 803 J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. SEE GENERAL NOTE NO. 4 p C' PARRi'' G•.ENT 44 P O •"5.` CRAIGPARRINOCI' r S• Rk G+` WCR579 NA ,,-o ' p FFNEA FL SM PRODUCTRBvLM w em 0y[US Wbh Lb` PI°riaa andAcceptance Rap' Date ttynrm,to -tcetmor PRoDUCr'WVWrD auu` dfr4 me h rho nasm PAc peocpr°N° o o S. 0 7 C0 20% 8 Try-• CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES cemewere, pmin-It ouorx m lawx wuop uuT1 us PAM 312v 1 =KED IT7 Wlo MTIIw0. G - ImC Ilq 4R751 OLMIIC w0. tune SFRR a Or 7 SAFE'. GRAVITY LOADS FOR 12" PRECAST U-UNTEL6 rnR V) ORFMiAT 1101 1 a SAFE UPLIFT LOADS FOR 12" PRECAST U•LINTELS i4af 4- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTHIZuB 12WM 12112-2s t21I6.M MIME) 12R4-28 i2R8-2B 17132-2B V-6' (42') PRECAST 3428 5000 5838 7619 9352 11060 12755 1443E 4'-0' (481 PRECAST 2923 4232 5838 7819 4352 11060 12755 1443E 4'-6" (54' PRECAST 2396 3464 5304 7619 9352 11050 12755 14438 5'-10-(701 PRECAST 1612 2320 3218 5234 8487 11060 12765 1443§ 6'-6' (781 PRECAST 1383 1986 2879 4196 6421 10032 12755 144 7'-6- (901 PRECAST 1138 162B 2131 3218 4676 6756 9763 1352 9'-4' (1121 PRECAST 796 1216 1535 2230 3083 4167 5593 75524 10'-6'(126') PRECAST 614 1043 1295 1853 2516 3323 4334 5632 1 V-4"(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 450 878 1073 1513 2020 2817 3333 4208 13'-4-(1601 PRECAST 359 767 Ed 926 1 1294 1709 218E 2743 3409N 14'-0"(168') PRECAST 321 720 865 1204 1584 2017 2451 3106 17'-4'(2081 PRECAST N.R. 4510 631 881 1141 1428D 1750 2102 19'_4'(232') PRECAST N.R. 343 477 j 700 925 1 152J 1380 16110 SA LOAD PLF LENGTH TYPE 12US 12F8 RCMU 3'-" (421 PRECAST 1295 484.1 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (54 PRECAST 1049 3922 2417 5'-10-(70' PRECAST 681 2547 155 6'-6- (7B7 PRECAST 579 2167 1234, 7'-B" (90") PRECAST 474 1771 914* 9'-4' (112l PRECAST 355 1326 580d4 IO'-6'(1261 PRECAST 306 111431 454, 11'-4-(13n PRECAST 278 1041 38 12'- W (1441 PRECAST 280 971 345, 13'-4-(I6D1 PRECAST 229 657 278 14'-V (I68' PRECAST 216 809 251, 17'-4"(20n PRESTRESSED I N.R. 633 162,1 19'-4'(23n PRESTRESSED I N.R. 534 1300 I) 111E KLUM IN FXMMOIAS ARE PFIICOD 1?EDUCIIM FOR VAL 40 FaD AM RatQL SM COM ROSE Ra 4 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 42' PRECAST w12' REMISS DOOR tUIN'TFIR 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 12)ff8-2812RfiD• f2xF14 12REIB-2 IAA - 28- 12RF30- 4'-4' (52' PRECAST 2942 5468 75B4 9640 1160 13679 15679 V-8" (54') PRECAST 1q2_Fl_zTl_F44l5_F6n_4 2740 5468 7584 9640 11669 13879 15879 5'-B' (68' PRECAST 1841 3555 8395 9640 11669 13679 15671(, 5'-10'(701 PRECAST 1758 3381 5954 9368 11669 13679 1567q 8'-B' (807 PRECAST 2833 10 1257 1480R 7'-B' (901 PRECAST 703 1203 2157 3494 5259 7922 96N 1132R 9'-8- (116' PRECAST 389 843 1451 2157 3203 4427 5417 6380 i____/ V^'-""' SAFE LOAD PLP LENGTH TYPE 12RU 1213F6 RTU, 4'-4' (52' PRECAST 1295[ 2129 258 4'-8'. (54' PRECAST 1213 2417 5'-8' (68' PRECAST 784 1650. 5'-10'(701 PRECAST 747 1556'-8" 801 PRECAST 602 117 7'-8' (90' PRECAST 504 1438 914pa 9'-8" (1161 PRECAST 355 1011 911 4 aar wfort SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1218-2t 12FI2-21 12FI6-2T 12FM-27 12PA-1T 12F28-2T 12F32-2T 3'-8' (421 PRECAST 2752 4287 5613 6938 8284 9589 10915 4'-0' (48') PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6" (54') PRECAST 2113 3291 4310 5328 5347 7365 8384 5'-10'(70-) PRECAST 1623 2527 3310 4032 4875 5658 5441 6'-5' (7n PRECAST 1444 226 2972 M 3675 4378 5081 5784 7'-6" (90') PRECAST 1287p 1767 25M, 319 n 3906 4117 M 5028 9'-4' (112') PRECAST 1028 117 2008 2590 3087 3593 4079 10'-6'(1261 PRECAST 920 147 b, Uil2pg 2281 2764 3209 31SJ 11'-4'(1367 PRECAST 856 e29 1404 1982 2441 111 3384 12'-0*(1441 PRECAST 814 A 753 1269 17aBj 2201 2618 3032 1Y-4-(160') PRECAST 6781 533 10571 1485 1828 2169 2513 14'-0-(168') PRECAST 622 586 974 1365 16794 1993 2309 17'-4"(2087 PRECAST 434 427 695 964 1182 140 1623 2321 PRECAST 368 3701 593 817 1002 1187 1372 1) THE KWERS DI PMONIHESIS ATE FLIMD RE UCIIM FM MAK 40 FIELD MM REa01. SQ GOM MX M 4 SAFE UPLIFT LOADS FOR 12"PRECASTwl2" RECESS DOOR U•LINTELS M-4m r SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TMPE 12041 ILF10-2 12IF14-1 12U18- 126f12-2 IMS-2 129f10-2 4'-4' (52") PRECAST 1626 26M 4808 5867 6928 7989 4'-e' (54' PRECAST 1558 2582 4623 5843 6684 7694 5'-5' (68' PRECAST 1210 2042 3858 4455 5273 6081 V-10'(701 PRECAST 1173 1954 12163 3553 4338 5123 5908 6'-B' (801 PRECAST 10201,1538 3114 3802 4489 5177 7'-6' (90' PRECAST 9041 1228yll 2778 j 3390 4003 4617 9 .8' (1161 PRECAST 703,4 771 1472P6 2181,j2663 3145 3528 J 4) THE NWMM DF PMDOFR..S' ME PERCENT REDUCM'x FOR ' SEE GENERAL NOTE 18 N D®Elb W PAIRf1TNEA5 ARE 141MR REm1CIi016 fOR 017AOE 10 READ AODEO R®M. SEE 4T:INODL NOTE NO. 4 PRODUCTRaw", U . • • ENS' • 40 FIELD ADDED IEOK SEE DEMAL ME M 4 0a0,rLgaC nN Ehc M.ridn .447 11AODUCTRBVISL•0 Acz oCo`"A0 * Mdlo 0 60 9w IRuAdeBq+imlon Wrov oo g Z//g T E F J Amvi.ao Nu o o 0I CyRy O PARRIND F7n. o 8 SEE GENERAL NOTES — SHEET 1 OF 3 4ot,.N...4VO.444 PLP.E1UfE,= AlEm mwCAST-CRETE 4°, 6" & 12" LINTEL SAFE LOAD TABLES M S UL DMI-14 I cu" rn 4o u Af vm W" H.TS. M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwaniamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUIV 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, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 7 NOA No. 17-0821.19 MIAMIDADECOurmry:L`' Expiration Date: 05/21/2022 bq f Z8 )Zo Approval Date: 49/2B/2017 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of I, and Drmving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19.805 dated 03106/96 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 #844120652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. y A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBAM rED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet 1 of 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 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Mamial for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21l2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 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 # II-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209,13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on 1kIarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., datedAugust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2l/2022 Approval Date: 09/28/2017 E- 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SURAUTTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94 prepared by FTL, Report No. 16-0425, 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regudatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. 1 Cffeimy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST 1 PRESTRESSED CONCRETE LINTELS r-'?$-r7 - w'.•k' t T ''A''== r ti I'"*,.--; e.1'3:Ct^.p:tn- --Y,ic:Lti-. i'L Y':.sFi"r2 ;l w ii,,1:".v.,y i•3.J :'w i1'•.,.#' { .. k. `. ?'i'',i» S U4F'L 1L n •t' T +;`l ),5,^• +t7i<ud.•, - • `'. ,•i <'' t r-•'•.nf ''iYJ +Y i'..'*...<C.4. hta.. ' lJ-;+'4--=: Y z1.'ti^fh [}-1+- G. TYPE 'A" STIRRUPS Y 7/32"0 BAR ro SSTTIRRUPS e1 B STIR UP QPILS Td •3• .D.0.3 rot Y• SO.IOA ALSIR •A Att'•ptd=a NO - D3 Yfd 6MR LDON .00f•:aT IA^ RfItIFCRCING ClOE FA Rlr, •a7RIN LCO : '+Nlr'*M D.11 017 B str • nri •r .Dior• A i.1• d RODUCPRLNEWPD e 00 ,VyivavNh Cro Acrglmoalowtdo 1owd, 2.02E rr t r r R• rl1 C ]T rn 4' RRUIIA]F0 U-LINrtLPRO r A [1N•'oR01Np,S• rA11 IOATTON Yo0 7/ 320 BAH RAUP. TYPE ' B" STIRRUPS Y n taw 41s r; f ra l:i_l 1 u sa r'ry:,_Se_ p=> rn7•qq E92. L7t71 119 1Y.U TiS"'a:' r', 1 ratc v r D:.ulrsmr¢rTa Ir» IF1C91 II6F39 IlGciivEll LUMIK[lFiG if'v 6 Cfii[GiDc L' JEIGiitlflL li);iGla'i R>• mGY lIS'l fI F7 Dtcl'7.1IiC`S! DffL.•71 LIQ•:! L YS1i Q UA4 IIMM L: • illy+M1 ti F`fPl•YR•'(41:It•IY YI•!:Tr'11G7'L- c;+ Irscyc r•ar-„ a,Da Dt oaa+r c l, IC: stirT a[! V cIcasf+.r[.*.ra tlarruy rn: l iF]CIal[!C]i rlua rl:':JI'lllifr•C/tYJ::1Jli ift©a r3C9i117G>•[ 9CY G••xtl'ilarLaL'L":f9L'R•b^••1r't1;L•..111GG r'JL t! oe9r irncy n tara Ta,n:,r..rEc•'ec o PRECAST U—LINTEL DATA TABLE r[ ou1571T;;Iv.ii:TrL•L'R fJJl1'1]Rl::il l.li SPYIIiTl ifai ltfh IS: 1''-i1' Yll :7 aI—. rrsm c:ar nr elanrv©c» saairm F r syls uarxst:=Lu M. r7m u1ra ar1.7aalvcILSKrnclr Ltrr t'rtrirvt eavcr ul>u•r1e>, E•? il:l:T i L1dG'F/ rt Ei1aC Lltt, iIGL7. 31Ec[I i7G1 t7t_ L!7Pa+"ir atl r3lZli S•1T1 FIL1 R Lli].L1 Ali r'F.LI37S17esa EiC rCidliW- TEXE M rfilmiF5'a{3C1! r11¢ IlnM- Mulrtl LL ilr+rr lrmG:r o m" 1 arLr>mwr tl+rar uuletiar a o rr» nr©rtOr3r m r a3z>asiam t ll r[ iCLC7IF_74:! II•IIFJG1YFEUMIF1 Ec3oO TNLS TRCrL1ArANr MMwATIUN IS .ROVIOo1100 MOM A""VAL. 1T 11 STD my .AOICOCVMQZrLAIM CANAOT a 1 OR UdO. tl1SNour TLLC Ma vmnN c0lmw CT car-CME LISA. W. L'An L. O'$rM; 3/31 ASR A3TU A3101 fa Li A. OSO M 10M WXM Of R M AND f3 17 V ID MR A.LIr 7/11 0¢N Z)3: AtURCuC00Y1f0 AIARNIO FAIN r1AN ol3Yonl 170It1 lGR- RQA,AICN R6f3315:W0 MIASN Ad dO 0I THE AGIRamo Mort (OS 0"" OF ATM MM SM RwOtw Uri SNOOS S & Mtn L MUM 00 . ".M OR A• FAM UU31 Im f®ll6] LO Unt-, ,•.. U00 FM MI ALL IMAST . m Uti0.L a " r .r WIYRteMzxc mru m 3. NBUI. nlmm LOIICt - olO A fr• MY% Or WACA<SA LW a Utm u uw Of IQRL'CSD ugm ux" Ea Ar clog L sm"90 RSw" NIASIQul; 10 mum urmw AIM 11Nm m FM= Grr'• N,g v • rRDDucTtwvtsr i MSmIyJ310A«941hIPIodOD 51 Lkn DA11 • r6 qq0 CRAM PAWM 672E OR37la Ddl eLlem a O G\: SFFFNER FL = 04, FL_ RE LM. N0.4476B r11/ 3714 CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE LATP.MLOADS FOR cn1: r_onnn•ry 1 Anne C11w A" pRF7:A S'1' R PRFFTRF5T9ED U-U111TELB a nacnecr a oocn7nFatrfin II.I IIrtFtA . 0- 4-M. SAFE LOAD- POUNDS PER LINEARFOOT TYPE LENGTH 8w 0a Il CFt6- W AFi9- 10 6F70 06 eF1e a aFN a IRa10 M- e715- 16 a7S2- 09 ep2 u 3'- C (4Z'} PRECAST Z?31 1a a10.3u07 ells{ 150E 10931 2q clV 7547 6014 IOSt{ 1Ie8t4'- 0' 4a. PRECAST 1968 31 T3M31t0 4820 ales 7034 afro(/M 810 7547 u74 t0]94 11609 4'- 0' (54')•PRECAST 16G9 10 7031 3753 431e 64W 1724 76 6113 7047 em2 10194 Ilan I PRECAST 1217 49 I 7340 3iZ! tt41 M Ma aW 0IVfw 5'- 10'(701 PRECAST 1DD2 11105 1173 OI 700 2549 3®9 3170 1451 201P 4360716914 606.4 718( a3at 6- 0' pa' PRECAST 908 113a i zn4313 soil 1230 21n S4ID 6311 I3i0 7 Om 7- C 9 PAEPRECAST7 loll 1721 13E 22203 2198 3111 3m 1011 1721 1 2ael 31191 51111 9447, 847E 9'- 4' (I12') PRECAST 491 Ilia 1123 25t4 31" 241e 3302 752 1243 1 150 2594 340 47 e310 10'- 6'(126- PRECAST f/5 am af0 1247 2Dl3 2777 2163 251a 143 10R 1 1611 2053 2791 3a43 4764 11'- e(13fij PRECAST 362 Sex 145 1 SM leiO 2423 3127 4000 552 soI= 184a 20 3121 40M IZ'- 0' 144' PRECAST 337 540E71. 3 1254 lu4 N93 EGOS 3552 610 1754 16a4 21W 2m5 3'41 13 4'(1Ti0)PREfAST 296 471 1074 1,0 lele 2310 2u! 1 1075 14 ISM Will eau 14'- 0' I PRECAST 279 424 tom 132a 1607 1127 2I10 i42 1002 13M 1697 2127 213D 14'- C 17C PRESTRESSED N.R.37 RI 131 1370 1901 724! 31 1a17DI2 AARR ne RA RR la 2 710 1250 1733 705a 2nO 25T3 17'- 4'(2081 PRESTRESS N.R. Wt 7n Ne as lot la 300 64a no 1326 1009 IB40 2o4T 19'- 4' (237') PRESTRESSED N N IIR RR na Al lot RR 235 42D 7a0 1031 im 151E 1716 21'- 4'(Z n PRESTRESSED L, HR lot tN I: e815 1114 IS Nu2r- O'(254' PRESTRESSED Nly 1E784 wt Ha Nn I® t315W 7N IOQ 12a3 179t 24- 0'(2U') PRESTRESSED NR. Imin I% 881 109! 1229 4i"" p• SAFE LOAD PLF TYPE LENGTH 8U8 I 6F8 RC.mUT- 8' (4n' PRECAST 1025 1024 1698 4'- r (4n PRE1:A5f 765 763 1309 4- 6' ,(541 PRECAST 592 591 1073 5'- 4' (641 PRECAST 411 411 745 5'- 10'(70' PRECAST 340 339 616 E- 6' (781 PRECAST 507 721 490 7'- C (On PRECAST 424 534 363 9'- 4' (1121 PRECAST 326 • 512 230 Id- C(12e) PRECAST 284 401 18O 11' 4' (13n PRECAST 260 452 154 1r- 0'(1441 PRECAST 244 402 137 13'- 4' (1601 PRECAST 217 324 110 l e- a (168' PRECAST 205 293 100 14'- 9' (1761 PRESTRESSED N. R. 2$4 91 IV- 4'(la4')PRESTRESSED N.R. 259 83 17- 4!(20) PRESTRESSED N.R. 194 64 17- e(2321 PRSIRFSSFD N.R, 148 62 21'- 4'(2561 PRESTRESSED N.R. 125 42 22'- 0'(254-*) PRESTRESSED N.R. 116 40 24'- 0'(268")PRESTRESSED 1 N_R. 91 1 33 RAFF 11131 JFf LOAnA KCR S" PRSCASTB PRESTRESSED U-LMTtLS 4gSl Rt7'!V' SAFE LOAD - POUNDS PER LMAR FOOT TYPE LF- NGTH at I1 a71- n aF2 7 N12-n VII-tt IF11 9 lT 8720- 7T 5724-IT M4-2T MD-•I7 Ip2}2r I M-IT 1A7.2T 3'-6' ( 42^ MUSTtag2665 u 4394 5263 113E 7tal l6W M 1 3524 4394 5253 013E 1 7001 4'-0' ( 4a7 PRECAST 130 5 3060 301E 6775 M 13H 23D! 1 3040 311E 4370 S= 4D70 4'-6' ( 54' PRECAST 1207 21H0 2707 y73 4711 63n 1207 iW0 2707 3 4043 4711 6379 5'' (64') PRB:AST 1011 17 227a 2ma 339! 336 4522 Iola 1715 U7e 2ma 3339 3161 4622 6'-16'( 70j PRECAST 109 M. 750! 31m 7820 4133 t21 16e7 3 3820 419 G'-C ( 78 PRECAST 03 I I 2 32e 37 In 1 lau 321 2710 I 3M 7,-8, ( YO' PRECAST 7a M 1624 5 242e 2W 312Bfn 727 12" 1124 5 242e 2W MS 9'-4' ( 112) PRECAST 511 708 1131 1{74 1OIfi 2157 2500 531 1319 la43 tau 2294 gem 10'-6'( 126 PRECAST ma 5 m Marc1461 f73e Nit 5m Gass 1180 14n 17L3 2348 11'-4 ( 136) PRECA51 414 604 am IW7 1274 1513 1753 494 aD7 104E 137E 1843 pia 2187 Tr-o' 144 PRECAST 7 47a458 724 0 11 I1 IM ISt4 470 340 140 130E 150 151e 2075 13'-4' I60 PRECAST Ita 430 6m 785 964 1143 13M I. 128 . 400 780 1159 Ile 16 tam 14'-O' ( 1667 PRECAST 384 3m TRo 724 at. 1954 1220 410 425 m 1013 135a 161E Ie07 14' 8'( 176 PRESTRESSED O i Gas 978 1131 tl 395 ee3 980 1303 1510 1744 on 15'-4'( 184 PRESTRESSID 224 313 100 ail 7a0 011 1054mi m m 116 7W 1N 1460 ul 17'-4'( 2D6? PRLS RESM lm 4W 1 as 771 193 ms' 821 74D 1fl1 1473 10'-4' ( 2321 PRESTRESSED 220 M9 4 647 647 47 IN 253 4" Q3 1141 1059 217 21'-4- ( 256) M STRESSED I42 5w 3m 393 40 6u us 142 373 537 721 9a3 043 2r-o.( miPREs7REsum 137 17 215 371 482 51OW Im 223513Iq06724'-0'( 288') PRESTRESSED IN 110 2m 3 2 Ia 124 20t 31t 45S Ni , P THE HIJUSER5 IN PARWHERS ARE PFRCM REX=0HS FOR GRADE 40 • SEE GENERAL NOTE a I ON SFW 3 OF 3. (y) FIELD ADDED RENAR. SEE GENERAL HATE Na 4 ON SKEET 3 OF 3, PADDY ,4 PRODUC!'RDVISED 2R0McTRRNsWM urn l(rl,i' (. OF m mmP11' 149.ri1L IAePbdaa lMNO,a FlatHa m complying wlln 1ho Flafld0 &.idiot Coil 8o1 O0 I'of9 ouue6taa. w cNR 0227•/S Am t-= t4% -19 D lo 4 0 22 ( TE MRII 11I711' S - SHEET 3 OF 3 Cbwol +' U R F-I". NitPLMGt741 R2UTAiI1UR.l 11At tWw t 5v ERAL kOTE NO. 4 ON SHEET 3 OF 3, x P710DUC1' RFMO1ro C( PA7U¢ tHla7bo l7oN4 ' y .CRAIMM324CH5 N0 lL SEEfNFA, FL 33604 4 FLPS- LIC.NDA475 ETE 8" LINTEL FABRICATION DETAILS mA m WM 7JRG0. 73: - CID. 19. W31 1 3011 aQ TO 3Ul1 CR a 6CwavrryInAOR FnR all PRECASTwf 2" RECESS DODR U-UMELS 0.•17Rpf`A Tarr-r.qn rinnn im IfxFl A SAFE UPLIFT LOADS FOR 6'r PRECASTw/ 2' RECESS DOOR U-LINTELS 4 itertl SAFE LOAD - POUNDS PER L NEARF00T TYPE LENGTH B1iU6 aafa DD DBFID-m WI e¢na 01 eeFu- mIF74-oD D ea7D- IB au 0-18 M14-IB D 11-ID a1IF71-1 WL-11 W30-1 4'- 4' (52 PRECAST 1635 1749 3303 329D 431D 542f 5M 7M 1e31 JWI 52Da ing am 0479 10623 4'- a' (541 PRECAST 1494 1596 1 3053 29D2 3M 4946 6924 Gmm 175 369B 52QI GO! aDGO 4479 10111e3 s' 6' (6a 1>rlEasr ria6 no I770 m0 2277 2639 3402 3DGa Ifn MI 4an 4t340 M!20A' IJ~- 10a(7G PRECAST 81016b3 1800 2124 2540 113Z7424242 Bat! anO a - a" (80') PRECAST 797 001 Ia23 3120 5048 7747 101 ism 3120 6048 7D16 7- 6- (90 PRF>^ASr s69 755 4Do 2,09ms 3743 7239 bui 78s u90 245D mD 57 M9801 106131 9'- 0' (118 PRECAST 411 4 a DD9 1508 2253 3129 4091 3140 620 m 1 1550 alai 3171 41a0 m1I THE NUUBERS IN PAREMNESS ARE PEIMIT REDUCTIONS FOR GRADE 49 FIELD ADDED REBAR, SEE GENERAL NOTE ND, 4 SAFE LOAD PLF LENGTH TYPE 8RU8 8RF6 MU R * 4'- 44 (52' PREG4ST 758 757 1164 4'- 6' (54') PRECAST 694 693 1073 5'- E+ (an PRECAST 408 407 655 5'- 10'(701 PRECAST 362 381 616 6'- 8' (8DJ PRECAST 595 788 464 7'- 6' (9* PRMW 609 674 363 9'- w (1161 PRECAST 370 490 214 4 SEE GENERAL )V E 16 GENERAL NOTES {d. - 1 Ihl.ddz I1J dbl'ee0auufa{urr/ nr b-1/2• cal mk6u d IM e•N b araoodalr C Oda - 40M 0.1 rt .lor dn V um 4rur leI - 000 od1 R S I3) Tlv nLd.r ada •f W.41m1.b14 d. cwM • dr •hA Mn udm,N 331019rttita rd'L.•. oa • .rah i o— qpr 1.. e.d•..md,• ISfY Fai". ep onl a.a I wq. m 1fOD Pd 14) ttdd. r.dr i9 ver4.1 a pqt .d aawd prrnlf 1.b dou 6. r5w1d 1. w atYrer(l.rrl0c M6 16. hicdry gtoiluc refYeR Aroaa der sW AIfO pr.d. y0 W r.MnBm crW r A71d4 ml0011ryufrwYas•. r! Ctyu >. 1:= { rt4 reARdIWW I } NF7t1 6bW r wdd. bdadd mf hy In ry S ID ma,•.d0 we ed1Yr al and w .s b.1 1.0 ma fu.r t.g1a .mn 6 1 14) rm Md k4ft no go.% am ot. I. d Ir.o .od r•c d Ma .. 3) itael. 1r .ulm 6•d d had Irda 17) ade i..b m dput l-a dY bk N." 4) b. 1 WA w.i wnrl.nm Wy. raved rr.dr. rQ 11) gob wx bend n Rurm dwym aea7h w 6a 630 m d 7p 3R Y 6x nbef•0 6U2 U;)4-WADI I D0 19) HCtmd 4en1 O wr rhd 1 W_ f{wr b i^4 d4ao1 m fa b ttu.I v mtd Ie0¢ O.r. - .ilund mnd. n6 o>•n rmw, an dW6 Wre 949 N.V.f 0W1 Il1i 6Z6 V ad ImW tunic PRODuarRENEWI D e1.{150 dalh.11a u`. a faYA lanMt3... 0.0 1n Iw,a. 8snv ••IN3M6a•t d><rlorim. er. reaG4n a e B+Ad;ug ew• 19 sw. Mil Odds U n64.a At: uldNce l4. -O VZ 1) DA 17 .Jr,.q b..t4.47dr Ir U. (5 nb. 1) rt a/d1.eLe1 d pdd al m0* iO IA .00.dvd D7 mlJr Jjua4d d.a.mrOW Cauro3 b.t. e.u.4.1r 1.6 h.m w .m 1.1 UM a7 dpl•rt+'d.tf •v0 ralift cam ®1dwdawryImIh. tm er gg 10) BA - Rd Wet ' ID6dlo. 9,W 9ddd ,db,, to 6t red.! d 0. tall m of M. &W a &J, 1/2• alt hP- SEE SAFE LAM LOAD TAOLES FM LIDO IIAWL M REDFORME (RC)91) P13 REBAR 10 or ORBO wfe2,'i1m SAFE LOAD - POUNDS PER LINEAR FODT TYPE LENGTH 6DF6 1r eRlo7 aDnal 4-3T aaFle- I WID- alui2-i1 e0Z2- eDFZD- MJ- 27dIF30 aDFm- n M 4'- 4•. ( 5 r PRECAST 1955 2362 3M 3751 0 5M DD5 ims 2]62 3050 3751 4445 5ND 4'-6' (54') PRECAST 811 7®4 22n 293D 3601 4vS 4 43 aa7 1m1 Zan ISM 3507 4273 4143 5'- 8' (6) PREGASr alb 1l09 17D7 232e M3M JAM us tea! IM Z326 2854 0 v11 5'- 19-(V) PRECAST 655 1207 1748 22N M.' 32a6 27DD 955 ITA IAa 2M 2773 6 Z729 6 - 6- (80') PRExASf 570 D29 t 1 1Da0 WO 1tlm lam 1290 7'-6' (90) PRECAST me 742 t3D4 ' 1 m6 a2D I344 f76 M 9'-8' (116' PREQOff a95 46a . 884 122E39s6!ot072an THE NUMSERS IN PARFRMESIS ARE PERCENT REDMIONS FOR GRADE 40 FIELD ADDED RESM SEE GENERAL NOTE NO. 4 1111vv am ter,' ppl y y" TYPE DESIGNATION F - mm =i cR00I / 0 - wRw F rQlDllllr OF 3 ¢EY{R A 1p11w w IfiOR tour I 8F16--1B/ITfAAtY I- 1/Y LIEN y ih 7r •. curt t;• JS aDN AT IOilOY V L2= CAM 6E3- ltt4pA4pF'PAODUCTIiAv15EIEUM mm A BF20 .+001.0 7•-0 '=R M3LDD1 LOUL a•-vl••. mcamOlyLrg wil4tha Floddr 6•ILLCYAL 1 ( A) 2PROIM L9d CHNOPAFMIN0 tim 1M PtU.- KkpEvw Na / 4Z on Wm •/ d 6324 CA679EF4TTAFL $3554 H r 9 mt m-:n-...na•w t. w nnrnt., nD;1 a+.1r. a rt7rtim:l r:• r r , , • r lii7DaltsuQrii't7l rlerl.l•r.?:cur• , , rya 6. Tytri:rt.3irtyn,r vru» y,;'<;' y - ' ,ti4 a'11ti:• y.1:G''IA", rt, r a rTd 13 ,ut',tara; lLYlk7 • • , _ sr M r w WOE M IAM I -DARE MIAMI-DADS COUNTY o PRODUCT C NTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iymy.iniamidade.eoy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations 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 AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Fligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.B., 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 manufacturee's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMIDADE COUNTY Q NOA No. 9/11 /2 . 18 09%11/2 . 16 ' Ezpiration Date: 018 Approval Date: 09/28/2017 Oy / Z $/Zd !7 Page 1 Cast -Crete USA, Inc. _ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast-C!rete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on fleicural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research LaboratoHes, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Haman, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AK D. MATERIAL CERTIFICATION: 1. Quality Systent'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12 " Lintel Safe Load 'fables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., datedMarch 24, 2003, last revision dated March 11, 2008. B. 'PESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461 Z titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing tVo. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certodng compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resaurces (RER). E. MATERIAL, CERTIFICATIONS 1. None. Y elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mranri-Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL, CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. lielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 r m HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE `e TYPE 'A"_S71RF ffaff/I I I f 1 11 I fV6F/LAY a11E7YffvAlt I 4" SOLID LINTEL DATA TABLE IR'S'19 umm® I, IWI• WStLL:a!]Qiii iL7a[4 wil: 11F-W- rF{aridf N1el,:i.'.Lf fit•SL" l,CA[LI=sfa71mmwm ircA[ KIaLs;taf fOCf3QSi[flSt., l2JSJQG9 A" PRFCAST U-LINTFL DATA TABLE R-0liu+;!!a' imla KC!f>J 3L5I II?F fL L1O rSmf• T7tuar2L!u,9LY'yEL^ar5cTa1mL7ss Aullm- KUmfil-:J[IG61Vt•.TLSC_af1VlJ f1PJ f a[•Y!T!Flfrf>riLlt!'::11'a`arl/i771f3GHfTl7fr}7 r lL-'.I ra i•7 r/r rZ+C1 r1CSatfVL\fir• f r:Ia tt t• f3CSiF7TaR trlr,. rAsvrr.•irif f afalV rtaL..f fT!?rarl„l;1, FliS7'Ir'1 rx ra o, tzq CL'.9f fr'Lf9rT37. srm IITi*Tmrt91", wfI mfff.L':.jFrIIimr..,I,.,ICa7f'Ci1ma'Jtrr vJ:.Imcaf'L.. I" 9TC-7Wffcsf lma f rr>t.u:_I.flFair f vrx rfla, r:L" L': iF'i riC9 fa fr i1 fxraf rua:s]f>amar.:r:1f1111,J E=W fl fr rrs_uur:r ua;rFa'inu,,rr"m.4ca+ 17" PRFCAST U-LINTEL DATA TABLE m3wafl FAfiD)rFf"fS!.1rIl7Fii7r711F].r9G2RO', w3m-m l MUM R3}',.iI:TLlf2ii ViEv,, 1:L.i1VLNE f"KLMSEDAf LUM, aLs=t/A L;.,jc:.acc 11aRiau fimlff f:lflellli:JL92cd tE::lE1Cl ft LRfLfi.L'df[:*.•?Sf fL7RF7f'—.IF rrvATmi'Ca f.Gi if[•3FrftL•'1r frj"c Eti f.FS11:L_•JIFd.f.14"ArL"fl3GYfOiIr1arl,RL"!r itfN' tO 1WWir4— dOuxK LMrFJ'._".'.1.1 Fn"F&EIJffICJW-- lZ fECA L-'!ri1'S'SlIF]S L'1i'dfFSCiLYd1O ffldiVmmCRFlfltiElr T "]QGifrtf:y fE'i'"LlCifi>• asaf: utrre:aru.t_s.flF:martau:fEr rrtsfi f iDs> at a::anau!:.Iu rtL:i rncyflr ty MEMBER OF IIW 1 -01Ar! "tlol"IATmN O m" m ro,'00 ! ArItoYAL 70 ranormo III copmwt um mo c4cm IIIt m=UX of o "muno r" NWI III[ Fol m coum GV-mm 16V = L ato.ouam =W t/. Ma dnI Y14 R. /4 Alm !. tool 4 aumm I . m . m I. Dim mNN . tow w oust to AA" "I. a III= w I— NODIN a amavn tt.ua. — w auxm 1 cm me aitO1c m r. .atop I.I m aLL. tbl AND u Ito INI Im am a Llt Lammm oAaO Im mmm - th cf ra[ 4S1 I""M M1 - t0.. M IW . Nlta mON aou,n ... nu m .mlw III= FALWAt® " IN = a. Mtld RtL OWL u cl4 .Act am IIL^ IY tc nm im OR. f S=III r.ml Dem 41.. m. AID 12 " WIN ARY wlV rmu rolm ta` a(j PA ,IAr PRODUCT RIiV4Sm 4 oa fldl.3 lop a•Uh IIIo Fiali G . CEN O'% Accapw= hb -o Z/./g pR01%UCrftVISIID 6 3 dtgcbdoon Dmo moollWYl^p `M1i1i Ri0 mlida 0.4 p o303.0 Q y••1: C f31odO°Ua°%.=.f-"r'-__g I/'% p •' CRAIO PARPoNO r, S • O R 10 . G%J 6324 CR M • • , p' ` SSUFWR N 33584 mn PRECAST AND PRESTRESSED LINTEL DETAILS f11C wxn tm+-11 I wm /T1 z if1Mm SGUL N LRf1 IRO S/L m 1 W= m c" mmO. F.L WAI9Im 1[IIII7 Ski 1 R GENERAL NOTES I) WWfa ppp Io 6' riirt +rdd d In1lets=mdd6 0momo p p r pfmiebaoCms' w9.dd(Dt(C,HID ppeerr rf1("aphDhIh oWm.m nd aarbmoreompr.wN• 15 Ga. - 1100 p rmtnf pv As1LA°1C2J'CG,ia'dip• U or 5 i) All wf. W tWW. bbf. mdf.mWrboltmi }_b9191/°' ID k— IMAtard.c.d h e'Ox'uwbafnp Myth 1 L.. gm ° t/2 sad m 3) F-iU la m.A. bd and had I.ht.. 4) p,a'dpV1aioM01n .p.mlhedbb InCcalu h. Pa t rs•,.5.4 f. d- i% ti7{ rddadLbW tOom + 1'42aI ) 0 pu s47D04 5) Al radda m 4 or utd dsSsolMR firrre IMtd t 4 12FB l7Y' 4. A mg" auda .r aaN V1°o adMcvaa Uw b Moiled to tand m med Ib. flaw. Dm" Cad. s.cr- 160LS.1 m 0) sun med mtd. m r.rpt.G 7) 4' uW W.M to Os b.%W r/ 4' Umamm WUDW m4 a' ammdm vut.L 0) Md 11m/ mt d I.Id mo.l wwp7 a9h W athleeldral and/ar .hWudl l.ummb. teala,talM4Usp1'ymmlman r'abVm rmmml ad 6wof -am] r faa of s,gporL 12) •acCmad.. rmUrd W and gwpn/q. nuMbw d IM mtr 1a 13) Th. alai. -t— .I hlds M ..WV . rdb-" bvt o Co.Gq •1 d,am appUd b mnr —r+ aahh ASW pp0-000O w Goff a/I (ml eddCCaaMy 14) IhiIC6 bakdGd'd W U• wmtl I•a•nl idlfr 1fn la9winh y °tC9 ac1tdlw•i&M Ind +AMW Ysl—w tad 5 IASdew,lfod bad We duold Iwd 16) Far =palb Odd hdob..9 aM•a mo mh low fnm oad law hdtbt .bra 10 F. Odd Mnplh. mt OW-% bs...M bad ]ram Wi Ir gut IWO 0.r,1, 11) 30(4 bd. — .upaiopa.d .sm" Mad• 18) Sof• bads basal m rdlpo.. r) dydadpn alvb* pw AO MO caad All 31S 19) (, W.ftd MI S masrvy bnL (MN) abon N. OIdCL 5e. d ulc l Won' SEE SAFE LATERAL LOAD TABLES FOR LOUD RATING FOR REINFORCEDCDR(ACH RCCYU) h''ris•}rlti d•`_ s Y`: RAL COURSE RETAIL FOR 6' LllL1ELS 1/ 27 CLR TTP tr; . LY\:r 1) 6 q 5 REuR RM 12' LINTELS fib CR40 or 1X100 SAFE LOADS FOR 4" SOLID LINTELS W- 444•TC GRAVITY TYPE LENGTH 4S8 3'- 6' (421 PRECAST 1180 4'- 0- (481 PRECAST 959 4'- 6' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- 6' (78') PRMkST 360 7'- 6- (901 PRECAST 260 9'- 4' (112' PRECAST 156 10' 4' (126) PRECAST 116 12U8 Cgse isetrn UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (421 PRECAST 687 371 4'- 0- (481 PRECAST 597 320 4'- 6' (54-1 PRECAST 529 258 5'- 10'(70' PRECAST 407 148 6'- 6' (78' PRECAST See 118 7'- V (90' PRECAST 280 87 9'- 4' (1121 PRECAST 187 55 10'- V (126) PRECAST 152 43 121` 8 12F12 12F16 10) R!L - }Mt IGLd I fj'111\`—•'J'IjjIIII •, 11) 59ba hid .ddM rW td M )mkd d Ms b1Mm d Ma told md4•. I J i 7. i...'...-. . 5 • ' ,^.: yL:.,,. •. is FRODUCFITBVISED BU8 81`8 8F12 13M6 • • • - :°' eJ oomplYu1O.11L ft FlorldC y,``',1i'++•: • • ITulldfb N _ nn r. r8 . . TYPE OEMONATION- I r-n,m waau/o-uaam 8j c s r•' ~ 2!' ,_.~+..<-': i.", r—e '- ,ti^', g'•~ -. ro .. ;. , s . tip 12F16- 2B/2T A :ri.,..., i• .7`.a; i:.. ,. UX= MUG saa• t rm• Lauarc. ''`':I.y'^T r:'r+f: a:. ;)y. °)i •ir a<r•: sm q iJW is .i .'t l:= .F.:•i+i . •,` • i r•±r. Q7 IJDYm fe f Ga6f • w '! Alf f ' 3 aut ?ij: Ste' iiti'fi, u..: •.... '3-;:. '. ''. C: Pl 12F28 12F24 12F20 a g pt,t tam d; jv i .ppt quar,. :;, L'R.OWlcrturlrslin mm i irt `i• ..:" Si - - 10 pvfn7 xid, Ou Fbdda orl•r rmm• ' =+ `• - ST T • 1i' A os C. 1t e • a" • • • • • • • • ;•p0'. AI % .' jj CRAGPARM0 ginp b e - 7 t2• IVOL@14L crmtee '0, R10, ` V.•' W24 CR 679 8 8F32 6F28 6F24 6F20 +',5'Sj1VAL, 0) •J SFER.No a Ly , "An" R MOM M96— I'tor CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILL I+ALL` CM&S-14 01u'm tr: "'m At1UUD SCALL. ILLS 6T1& 3 + CIttCTLD Ri tL10 rAt2IL1 r.c - tra R'A 4475i WA9t•: 110. V4612 SHM I or 3 SAFE GRAVITY LOADS FOR 5" PRECAST U-LINTELS 10-4 era SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 6F8-1B 6F12-iB EF15-IB Wn-18 W24-18 61`28-11B 5FJ2-1B S-6- (421 PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 4'-0' (461 PRECAST 2025 2313 31192 5050 6148 72V 8297. 9357 4'-8' (541 PRECAST 1654 1837 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 1 3557 5734 1 7227 1 8297 8225 6'4' (781 PRECAST 949 1078 1831 2850 4328 6737 8297 9W 7'-0' (901 PRECAST 779 833 1459 2168 3151 4524 6654 9357 9'-4- (1121 PRECAST 504 660 1056 150 2084 2795 3731 5017 10'-6'(126') PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(13B1 PRECAST 457 513 805 1133 15U7 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 21508 13'-4-(1601 PRECAST 373 417 645 895 1170 1485 1852 2285 14'-O'(16B1 PRECAST 351 392 605 Z 1057 1373 1703 2087 17'-4'(2081 PRECAST N.R. 2M 455 620 1 794 985 1198 1437 J) THE NUMBERS IN PAREMHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES — SHEET 1 OF 3 SAFE LATERAL LOADS FAR A- PRMART 11J IMTF1 C C,1„_44 *" BATE LOAD PLF LENGTH TYPE BU8 I BF8 RCMU 3'-5- (421 PRECAST 587 1055 596 4'-0' (481 PRECAST 487 787 445 V-6- (541 PRECAST 416 609 344 5'-10'(701 PRECAST 300 350 198 6'-6- (781 PRECAST 263 496 157 Y-6- (901 PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4-(1361 PRECAST 139 311 49 12'-0' (1441 PRECAST 13l 277 44 13'-4-(160') PRECAST 117 223 35 14'-0' (168') PRECAST 111 202 PRESTRESSED N.R. 130 H3217'-4-(Z081 SEE GENERAL NOTE )8 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4"TN4MIr SAFE LOAD -POUNDS PER LINEAR FOOT LENM TYPE 5M-17 6F12-IT 6F16-IT 6F20-tt 6F24-IT 6F28-1T 6F32-IT 3'-8- (421 PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 10B3 1592 ZM4 2577 3069 3562 4055 5'-10'(701 PRECAST 931 1222 1600 1979 2357 2736 3114 8'-0' (781 PRECAST 723 1097 14371q 1777 2117 2457 2797 7'-6- (901 PRECAST 648 86300 1249 1544 N 1840 W 213514 2431 9'-4- (1121 PRECAST 575 57104 980 1252 1492 1732 1972 IV-6'(1261 PRECAST 514 46200 787 1121 1!3!L 1551 1766 I1'-4%1361 PRECAST 474 404 885 985 1213 11+2 1645 17-0-(1441 PREC19 454 J87 619 888 1093 1299 Ixf 1506 13'-4'(160') PRECAST 402 308 (10 516 X, 7381. 908 w 1076tj 1247 141-O'(1681 PRECAST 353 (11 23500 475 677 41 832 PWI 989 1145 17'-4'(2081 PRECAST 253 208 3M 475 585 693 803 Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 VUO PARRINO W4 CR 579 PRODUCT RSVMm B 0Dn4AC vith Ica FlaWdo Aaepunce Ho — ° 2 /. i 8 I pi nn,m 8 D3' I PRc0bU0TR81,a0 gBCIIdIq Q 17:FIIA 160 Fdorlm bftia' 4 Ca0 g QI,u UW FLP.EUGNO.4475S ILIL°CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD T FILE WM 06013-I/ F auxN RI tONAII AMA1D I scan ILIA LALOADS FESAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS FORA12 PRECAST II.L M S SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS Cwstt wfi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12TO-29 12i12-70 UF16-20 12F20-29 12F24-28 12F2E-28 12F32-28 S- 6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 4'- 0' (48' PRECAST 2923 4232 5838 7619 9352 11060 12755 4'- 6' (54') PRECAST 2396 3464 5304 7619 052 11060 17755 j144M 5'-10-(701 PRECAST 1612 2320 3218 5234 8487. 11060 12755 6'- 6' (701 PRECAST 13W 1986 2079 4196 6421 1OD32 12755 Y- 6- (Sao PRECAST 1138 1628 2131 ME 4676 6756 9763 13524 T- 4' (112' PRECAST 795 1216 1535 2230 3063 4167 . 5593 755 10'- 0"(126') PRECAST 6'14 1043 1295 1853 2515 3323 4334 5632 I1'- 4-(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'- 0'(1441 PRECAST 455 578 1073 1513 2020 2817 33M 4208 13'- 4-(130') PRECAST 359 767 928 1294 1709 2188 2743 3409 14'- 0"(168'? PRECAST 321 7200 855 1204 1584 2017 2451 31061 17'- 4" (208') PRECAST N.R. 4514 6310 881 d 11410, 14284 1750 2102 19'- 4'(232) PRECAST N.R. 3430A 477 0j 700 4 925 1152 1380 1609 C 1mq 3A PLF LENGTH TYPE 12US 12FS RCMU 3'-" ( 421 PRECAST 1296 4841 39341 4'- 0' (4n PRECAST 1295 4841 299ij 4'- 6- (541 PFEC= 1049 3922 2417 T- 10'(70' PRECAST 681 2547 155 6'- 6" (78') PREW 579 2167 123,0 7'- 8' (On PRECAST 474 177 1 914 9'- 4- (112' PRECAST 355 1326 580, 10'- 6'(1261 PRECAST 306 1143 4540, 11'- 4' (136) PRECAST 278 1041 38 12'- O'(1441 PRECAST 200 971 34 13'- 4"(1601 PRECAST 229 14'- O'(168' PRECAST 216 17'- 4'(2081 PRESTRESSED N.R. A534,1 19'-4'(2321 PRESTRESSED N.R. T) DE RUWM 04 PAWITHM ARE PMENr NFILCD6v5 FOR GRADE 40 MD MDEO RMVL 39 MNMQ NOTE NO. 4 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 12• PRECAST w12" RECESS DOOR U•LII 4 " T-owrn SAFE LOAD, POUNDS PER LINEAR FOOT LENGTH TYPE 12RUS rmi9- Fn4- 12R118- 17 V- IlRf26 I2AFSD 4'- 4" (521 PRECAST 2538 5468 7584 9140 11669 13679 15679 4'- 8' (54') PRECAST 2319 5468 7584 9640 11669 IM79 188795'-8' 68) PRECAST 1347 274 3555 6395 9640 11669 136-7915671(,5'- 1Or(701 PRECAST 1259 3351 5954 9358 11669 13679 1587 6'- 8' 80' PRECAST 924 2633 4415 8884 1035 1 1 1480RU7'-6' 901 PRECAST 703 2157 3494 5259 79220 9623 1132f(,9'- 8' 1161 PRECAST 389 1451 2157 3203 44270 507 6380 LENGTH --- 4'- 4- (52' PRECAST 4'- 6". (54' PRECAST 5'- 8- (68' PRECAST 5'- 10"(70' PRECAST 6'- 0" (801 PRECAST 90' PRECAST 0161 PRECAST PLF U) DE NU=5 SN PARKIMESIS ME P tCW fiEOMtIMR6 FOR •-4 WX 40 RF10 M W rff1Yi SEE MOM ROM a 4 PRODUCT 1i8y1s ; G ow. Id. •1Yf01ha SDFjm4d. UWCnabf du Lonlr ° SEE GENERAL NOTESREVISION It -SHEET 1 OF 3 ION uR/ FecF4 oP cKA It ae ' 4wm t- ml SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12F12-2112F18-2T 12T29-2T 121`24-17 2F78-21 12F32-2T Y-8' ( 421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" ( 48' PRELASI 2389 3721 4872 SIM 7174 8325 9477 4'-6" ( 54 PFiEC7ST 2113 3291 4310 5328 6347 7353 8384 5'-10'( 70) PRECAST 1623 2527 3310 4092 4875 56H 6441 8'-8' ( 781 PRECAST 1444 2269 2972 3875 5031 5784 7'-6' ( 90') PRECAST 12671, 1707 ZSB 319 4417 30289'-4' 1121PRECAST10213117120M2590h3G3b83407910'-6"( 126 PRECAST 920 947 1612 2281 3209 3b5311'-4*(130PRECAST858829cni140419822902,3364 IV-0"( 1441 PRECAST 814 753 126M 1788 2201W 2816 3032 13'-4'( 1601 PRECAST 678 633 1057 1485 1826 2169 2513 14'-O'( 16B') PRECAST 622 5861 974 1365 1679111419930 2300 17'-4"( 208 PRECAST 434 427 695 964 1182j,14021 1623 19'-4'( 2321 MCAST 366 3701593 817 p 1DD2 1187 1372Q 1) THE RI UWM IN PMQDWM ARE PERWIT RFOLC= FOR GRADE 40 MD AM FM% SEE G09PA1 ROM M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 6at 4WN I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH uatrn Iwrv- u luvn-, S8 4'-4' ( bn PRECAST 1626 2685 3748 417 4'-6- ( 541 PRECAST 1558 2582 3602 i5 5'-B' ( 68") PRECAST 1210 2042 2850 55 5'-10'( 701 PRECAST 1173 1084 m 2769 17 6'-8' ( 801 PRECAST 10201 1538 2426 14oD 7'-6" ( 90' PRECAST 904 1228 21 9 178' (1181 PRECAST 703 0 771 m 1472r NUMURS IN PARR MESIS AIE F'ERW FERCIIORS MR ENS ' , 40 FMO MOED REM SEE GFNOYL NOTE N% 4 447 WoDumnv= vIJ1 Ou PludJa T E F/% 7*C p•mxo 0 0 ,03 y f Zt halba IYrIe D Qy4(A `.99( . CRAIOPARPoNDYI 10P.\ ••••` 6324CR578 Aih.n,r 5EFR4fiA,stl 83584NAL D'd0 n MCAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FU KM MUST- 14 I IlUn RTt MW AANAIo I Swu RTS. MIAMI-pADE MiAMi-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnviv.minmidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such. testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -bade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malmr, P.E., M.S. MM NOA No. 17-0821.19 MIAMFDAfl, coUNTYW Expiration Date: 05/21/2022 Oct Z$ j / Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision 94 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by CraigParrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-1L119805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84421208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A,120652dated 04103196 for #5 rebar by Birmingham Steel Corp. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: OV21/2022 Approval Date: 09/28/2017 E - 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12.. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control 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 oft, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing I& LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.I through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. . Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. 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, RE. 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 Editiom el my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 G-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on Plarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lyli mti-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL. CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #1.4-0903.02 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. elmy A. Maltir, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS J. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No, 16-0425, 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nliami-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None, 1 ffefmy A. Makar P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources XR). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. clmy A. Malcar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 t ,1 1 1 A.tlyf k`,r1.q:,!,Y-: 3*5.•':T;•'I'#';.• tr,+{Y .'J,.z,:,:;.%' t III J FT I:, ' ll ^ LPE'A' STIRRUP/ 32"A BARTIRRUPS 61 B L T STIRRUP DETAILS T- 11'-0 0.1/4 70 ' u v 7/O2 OAR I ll'-L• a O X-a J/C 10 01'-0' omm tit 3 10-0 7/32 w il'-10' b O r-10 3/ to 1i -o b 11t Oe3 1e _0 7/= ]MAN 03'-10' a o 4'-3 I/a• 10 R" PRFrAST W/ 7" RECESS DOOR U—LINTEL DATA TABLE wroar. MAI r. Ra'a3+1 tfEfs Ln EAD117L1 m91"113MA 11=as':FD uJ E t S:L.;a iSJlEl itiLYL•L• f7 11'aL:i''':ilRl'7i,'"1Y/EYL":7CJ ii©4 liG'I[iG]iFiQYI!:}11!!l'/IITO' Tfe,'^.I FJ,US:[•7Gil1JL t! r rar>trr u Es:ar:i'irmK!?''r.loQrrr moo IrrSaoey nttnelur avr..,r:l'r e or 111L J' YIIIRT NL 1PT •r msn Yl. Z't= DO— MtAn Ll •• .TaJFOR01R0 CAOf aRr BON Y00tl. '• M WW MW 7 Y{T .A pgYri nri •r YarvJ n 7.o2L 7 t N 11ERtFO.CR70 U.GF rAall0ATi0N MWR PRFCiST a —LINTEL DATA. TABLE Y1:i I7 II Y.ilT. C•1'lr, Y.Y Ei"57[ILtfls®fiL}a ill4AL:]rTlCl7:i iT•®r fltll r[tar1'r.1:1lYSIlllllJNiL1'' E1Q',,vr o l d r:n yil i[SS]iWL1t! li1(y 1 31l.1A:r! IVCL^sllGJi VCE.IS1JF]CAi VL7L1 2 ii[L;77E S>•f Sii7E i3LlOSlil'JL t1•, FAC"iE]C311 r'.lT li]C]i F/iS.iWL10 SLS['f[?17 i t':ll'_:,1dC}il`!.1.1'' SC1iEiCvlt Ri'd9 ITIl4J i@£IrFIT3'r_-.SI[LG'>ii3C1t1 riIQSI ar 7a^•'[I IZL±^.Q WE]G'i0 I[E3c[ rexr.rtIIaaU ulr>:[t aF.'a re;rl alrrl r:IT mmrr_ 1',lr riaF]>r110 rLICL[]IF74i1 rilesuL1t1[F1'flYllc7.".[E51'iiF7C1t1• 1W3 IMFIOn w WOOWVM m 1,1VMM F011 rlo = A11110YAL Cr a rtolaOTEU 1R COrlaWar {AM ANO ON— OR X- M011= 0a MMUTM 4Ram fla prm mum casm or =-S71QC 03L ML 7.a :cjw0'WM; 7/TA m A31U Aery N. P4. /. ao111 UK IVUL WAM Or VUUW' Am IF ltolt tME to AW11 A.Ih•7/It Okl Imculr0 6 WMOCO Svim MmC pm oamQ 1TaYL 101f-MAROON RU1tCA9NO rA OF RIC AQOOtMO 094 M GAYY1t xMilD A3111 MIL OI t1,Nar3 • 4 Tr1Ol 71C IL mRcl[fC ntumn. /.. Wee I'il lot.• {M MI-4 I;ICE Smoti 3NatA3 L iruu,at JIIai1,S[0 UNTO.) 1•.. um Fm 10l ALL IRW CAW Q6 t u. a leN L Y MNRCY a rOle'rrq T= now FQ o. d01AL T1FWRit rcacC - on . iri OF r W Omunt 161T m abl MGA NOFU= Ur7a 0lT[L .O,I W FQ OWtIAIRomlI¢ftla9ti To trim tlrmm 1Jm W101OO1 fmmO. BIV" • _ rRaaucrn> ms1o3 AYtq,I uxs NO o 03,eZ off• 71•. ma u.RaAa. otG Q E 0 CRAW PARRINO a• i vn l ` (' 19-,% • ' 832 CR 570 aGl SPFRiFA,FLU504, ItJ CAST—CRETE 8" LINTEL FABRICATION DETAILS sort r_on nry 1 Wane 1:nR a+ PRPY:GAT R PRFATRF99ED U-LJNTELB F"' V4aefa' SAFE LOAD -POUNDS Pki4 LINEAR FOOT TYPE LENGTH ffiIB uls ee ue-n a!nEI 0e en2 le 11Fle-0 467" W20-0e arm-u WM24-0 em-to et e alts--iv BF32-M R 3'-8" M ay PRECAST i231 30W 3719 6103 11to e054 1502 10051 3099 1 4607 4113 7517 U74 I0354 I1e01 4!-0- (467 PRECAST 1966 2341 51 341D 4ew 5u1 7034 8107 2603 U5 113 7547 U74 10394 llw9 4'-e' (547 -PRECAST 1 to 9 2110 2031 3753 45M ergo Sni 21w 4375 1113 7547 9571 102114 11609 5'-4' 64 REC4L4TalP 1217 tou IW5 III61 31mW 36ee 4; lee3 30l0 6765 7540547 7342 6A3 10127 6'-16•(707 PRECAST T002 iIW II7S 431 1t1f0 2341 M09 3m 1461 2622 1 71SAmi 01176 713fg e101. 6'-6' NI PRECAST y8 123e 1 21 3031 1 3707 4,W 6011 1233 217i RW 1 I= I 1 ails 7'-6' (DO PRECAST7 7 1011 17n 2631 no 3191 306 1011 1 1G11 3e94 elil e417 e4n 9'-4• (112') PRECAST a us IIw Ira SSir 34e/ 2615 3s01 752 120 150 294 34® W9 IT-6'(1261PRECAST 475 e35 330 1247 200 rM 2103 2W H3 I= 17.m 1033 2741 361 4731 11'-•4'(136' PRECAST 362 z SU taw ISO 2423 31V 4NS 362 00 t366 1646 2427 3127 40M 1Y -0' 144 PRECAST1 337 e40 573 1264 1651 203 1605 3552 640 5/3 1254 1694 2193 I= 3551 13-4" 1 PRECAST 296 RI 755 1075 1423 1636 1316 2053 421 765 1076 1126 On 231e 2661 14'-0'(168' PRECAST 27D 47A 703 fn 1371 169z 2121 28:10 4. 701 IOW 1321 10f17 7327 2R0 14'-8'(1761 PRESTRESSED N.R R1 24 Nit 452 78741 1370 O1902 2243 2617 712713 PR51REM NR Hfl to 61 N6 41t1 71710 1260 1737t.4 M.. 7513 17'-4' (2081 PRF"'0M NR flR Iw IR ee flA 3W 5ie t50 1326 2DU 19'-4-(2327 PRESTRESSED N,R. 51 03ZuinHR 41D 71i0 IWl 1716 21'-4°(2561 P1iESTRFSSEO NJi.Ito NR NR Hit HR o spw I. 2Y-0•(z61")PRESTRESSED NR Wt Ne 1R IeI65316I5076113" 24'-D'(20n PRESTRESSED NR to 181t1730450054122E SAFE LATERAL LOADS FOR 4q am SAFE LOAD PLF LENGTHTYPE BUB BF8 R.kiU 3'-6' (4n- PRECAST 1025 1024 1598 4'-0' (481 PRECAST 785 763 130E 4'-6' ,(541 PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 e-10"(M PRECAST 340 339 616 6'-r (78') PRECAST 507 721 490 1-6' On PRECAST 424 534 363 9'-4' (1121 PRECAST 326 • 512 230 t0'-6'(126' PRECAST 284 401 ISO 1I'-4'(136') PRECAST 26O 452 154 12'-0'(1441 PRECAST 244 402 137 13'-4' (1501 PRECAST 217 324 110 14'-0'(1051 PRECAST 205 293 100 14'-8'(176jPRES1RMS) N.R. 2$4 91 18'-4'(164') PRESTRESSED N.R. 259 83 17-4'(2081 PRESTRESSED N.R. 194 64 10'-4'(0n PRESTRESSED N.R, 148 62 21'-4'(2%1 PRESIRESO N.R. 125 42 22'-0'(2541PRESTRESSED 14.R 116 40 24'4'(28151 PRESTRESSED N_R. 91 33 RA= 1101 IP-V I nAnS PCIR a• PRITCA9T A PRESTRESSED U-LINTELS Wr7 Om SAFE LOAD -POUNDSPER LINEAR FOOT TYPE LF 1143TH ef6- rt I7 6r12- 21 r," r r11- 21 R er76$ 6F2{- Ii PLI QT 4FL- 17 IOi+. II eI- 1T 6R2- IT 3'- 6' 42 PRECAST zw 4 4394 52n e 2 700(' 5 35 4324 62676132 7001 4'- 0' (48 PREGAff m 30M 311e 6070 230! 30M Ale sm on 4'- 8' (64' PRECAST I 20m 2107 3375 400 47 1 0373 A4 2707 3A6 4W 4711 537(64 j PRECILST nI rD9 2W 3 4 45n 016 22M 2a11 3m Eel 4522 5- 10'(70 PREG>Sf tse7 2513 3107 ON 574 1517 20ag I M3 3107 34ZO 1133 tY- 8' (76 PRECAST a NW 1 23L 3251 371 W J497 1958 2710 I 3772 7'- 8' (D0 PRECAST tots IfN 2W5 24 2e27 stm 727 1224 1624 1 2025 242e 2s27 3225 9'- 4' (112' PRECASTs' I 701 I171 1474 U15 2157 I= 691 an ma I IBU I 1061 Wo 10'- 6"(12d7 PRECAST63e 67a le lUe 1411 036 2011 670 695 uto A 1472 77D3 ad toss 1 234e 636, PRECAST 474 GD4 Di em od IWTomi iZT40A I513 1753 Intl 411 so 1042MI 1372 M 1443 oul 1915011 21e7 04 lr o• 144 PRECAST 470 435 ru in 11 13M Ismo. 473 sm WpA 1302 1560 WIMI 2075 IS- 4-160 PRECAST 410 3w MY703 2H 1143 1323 421. 4W 7e0 Im,, 0184 town 1457 14'- 0' (I Sol PRECAST314 353 bm 724 1054 Im 410 425 m o13 I=nd IWZmj 1107 14- 0"(170 PRESTRESSED 7-* 311 nx p MfA ne rA 1131 245 395 m A 6t0 D 1W=3 Ad 51e 1734 T5'- 4'(184) PRISTRESSED 724 317 466 ud 627 79 bA 911 lMftM 730 301 01e Id 0000 1240.4 I490 5 rW 17'- 4'(2D87 PNESIPESSO) let Itwe wWe40S weM 740 fan 127I 73 tD'- 4'(2T2 PRESTAFSSFD IR 23 349 Oft 50 A P7 a 747 1U 251 429 Un 91 el SD Imfog 21'- 4'(258') PRESTRESSED 142 10(m 307 3W h 4V se/ 675 142 L12 3mm 9t 721 on too 73'- 0' (26,11 PTZFSTRESSED 137 107 713 Stt 412 546 am 1w M3 355 5f3 m e33 m 24'- O'(2B67 PRESTRESSED 124 I 0 267 342 16 492 eel 12{ 7J2 11 40 604 670 J() THE NUMBERS 0i PMBMJEAS ARE PERCENT REDUCRONS FOR GRADE 40 4 SEE CUM NOTE NO. 18 ON SIM 3 OF 3. +P E55 ARE PUU;t14t IttDUG6U74S KM Urowc 4u FLO ADDED REBAR SEE GF34TRAL NOTE NO. 4 ON SKEET 3 OF 3. Fl+nnucr 40 ' GENERAL ME N0. 4 ON SHEET 3 OF S ODUCT 4J . PRODUCT R7iVISTD P' ylyb5g19D0 E N I0dd1Jewhdn+^DIY4qIdi1{e1 PIc11d0 / // 17tODUC7Af1V160D tl lmlpiyingwllhAlaFl0rld6Code'1^0 0.40 / 6c D00dtng cdlc A ,R o227•/$• arm No o trMM160179:1da 1aKc ND- PHY-.1JQ Dobbs Z<f, 2oZ'6 ttnn Duo - L 'P37•^ •• .cC AraMvio.Mo -a o .02. D.Wz2T TE cRAlal3WWt4o py Mr` ( 1524 Cfl 879 SEE GENERAL N07ES -SHEET 3 OF S a cowlol ''. ' cC $R I, p\q` BERNER. R. SM04 GdFe:f R N ' r S'S 1` R.,PEM.NO,A476B 4I7II I1114' E, OF MID CAST— CRETE 8" LINTEL FABRICATION DETAILS m— rat lum 0aswr 14 mtml m 0 77/ r1a010 rs - IOL IS 4475/ scm [Q m i122[ T= . • um Wo/ir c=o 00 S= 2 5r 3 N SAFE GRAVITY LOADS FOR 8" PRECASTwI-' RECESS ObbR U-LINTELS agsTseta SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH mm 6RF1-00 611FIf MFI 01" IN W20-Df aF30- eAFi-le IQFFo-Ie mw-I Mrs-1 smi-t urn -le Zo 1 IV-4- (521 PRECAST r1494 I746 3355 32m 43U 542T 1493 2w 1m1 3679 AW 6m9 6040 1m t0193 4'-8• (54' PRECAST 1596 SBD3 2292 3961 4946 H24 6904 061 36>a9 5201 8060 9479 low 5'-8' (65' PRECAST 806 trio 1770 mo 2v7 2639 3402 Jx0 1117 2431 4507 MU 5060 7ft7 9311 pil 5-to"(70 PRECAST ato em IBMIWO 2124 2640 3174 TM 1113 2342 4242 1 W31 t, 8059k 7402) M 5-8' {BD') PRECAST 797 f6t Ins 3120 5046 7747 9445 73SD 901 t525 3120 6046 7915 ofn t 7- 6• (90•) PRECAST rAs 755 1410 24N 3716 m43 72n 3 lee 1490 2459 J776 5743 m9 I W- 8- (119') PRECAST 411 65 9oD 1666 W J129 409t 3146 62e tl9 151m 2253 St29 I60 W91 SAM LATIMI. LOADS FOR a. - AGT M-1 bC-,llaltm Ir.111UTAl l: y ,, / e SAFE LOAD PLF LENGTHTYPE 8RU8 8RF8 R yMU V- 4t (52' PRECAST 758 1 757 1164 4'- 5• (54' PRECAST 894 693 1073 5'- C (6n PRECAST 408 407 665 5'- 10'(701 PRLTAST 362 381 616 W) PRECAST 595 78B 464 7- S' (90') PREChST 609 674 363 9'- V (116j PRECAST 370 491) 214 j) THE NULSBI RS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 4 SEE CENEIK NOTE 1• FIELD ADDED REMR. SEE CEIGFAL NDTE NO, 4 GE7IERAL NOTES 1) w omw 12) :AI t' wr:`g r 5 r"° ..I a. al W. <ne.1. m•da. re ° . i D IuI-46°0Dm9 N I •orstmqur -IVr MWa rul u) v. ar6r wrbm d mhD 1 edo8r 1mf ,db shm Ian al . fa ary dir{6,'r avdmu(d 11670 f. eYY VM(•I dd ..-I'N cfro nn -I377fN U 1. OD 1D 9. IV I lad, 1 r Jn1d Idr a urtm4dlwOn9 iffi IM -haq W a w ... 6 w..,.-tlm q- Nmrt' f 1 to 2) At 1.4 bd tsdV,n r,rtvnpimdwhnmm 4IAdhdnmU nm4WcA1u 7' r r h d Y ffi a `i t+•yte Ya Itrd v • eevw.t t.w to rr -Full. Wd Mot. .1 d=n m.d. br from nM Inr WpTI Am 0 Ifi 161 r r Fold r7IDs ml a-m m, nf. lod fmm I d is tIwA m60 ha.o. 4 fti . fat w4r Id ad D,.1 jd.b. I» 54 bda .. W.nm d 4m* la." 0 n. oo.6.0 b p mlE.ab 6 Onte 6. pmed I.6xlk I. p a 49 no odW1J.+r a1r. I 10SH• bad, boa ., r4o.1 d.d;. matt. pu Atl 90 ad AC34 pf 6{ 77 Nr' vmf11bCd1i4. 9172 OSOI p11 CJ p. { r j. 1•(.p it) 4rR.l W'd 1%1rA " DY l 5t! .4 d bb."131rl n w+mry 20 A9 1.1d, -,I w= ddkdl p • EactlL'm Itmaea+ 1.td it u6 0-4 .ad looprr mad, >saowcr14a+1twm ddrRo. Kiir'@' 6..• i6oiia m. F1add. 9ad1 p ruin 04di-3 1) srwt rdd m1bb m.oWr1. A—ptr M -02.2 .1jr 1500P3. r. 7) On 17nbwrr4W bW 1.r bo 13 rdam br A../.B. d..d J Bald a..t w * w%b tfi..dill.dod D7 n(/r d". IL 7 t: Silr SAFE AM LOAD tlrvak 9) >» rmtw•. ev..5.4d Iwb k.10 l•. n4 k" W.. b7 c cb tia.{- ed,oan maw" mmml -d a:a d •- m 4.. t4. 1•..: • FOR EN2iPoR 60N11pA7D46 p pftCED/ ONpRRLCMIx, d .97. 4 COURSE PRIA 10) Ilk - ".I OW a Mr 10 DW- 9W adkd'rdw 6 6. I-W d th. b.B- .1 lb UW ..d¢ 1/2' MR TYP f 4t 2) %5 REOAR IiWIA pi40 or OR60 BAt1o 4, SAFE UPLIFT LOADS FOR 8" PRECASTw! 2" RECESS DOCK U-LINTELS ds-M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TypE MF5- tt SMO-1 6RM4-t le-t VM-1T MU71 61F30-tT a l:5-37 6DFlD- tart4-21 1ItFle-2 uDz2- ORF7UJ-i16xr3D 4'-4". (52') PRECAST 1ws 232 5155 roar 4446 5140 DDS 1P.,1 2362 3056 1>sl 4415 514D 4'-6" (54' PRECAST 567 1m4 7272 2239 3607 425 4943 OR V4 2ZT2 2lSD 36m 4275 4143 5-6° (sfi') PWasT m6 tz69 1797 2329 2654 3392 3911 075 t269 1797 MIS 2d54 3362 3911 V-10-(7n PRECAST 05 1207 174e 22m m3 3m 2M to MS I= 1746 2M 2773 1 279D B B' (60' PRECAST 570 Mpg 1530 Ilim 2429 25m 332D 570 IOV I= 10D0 2429 2970 M29 90-j PRErur 5m 74 1364 1 21m 2rA7 , 2965 506 595 1364 r765 2166 2567 216E 9'-B" (116"j PRt7A4T 46e 154 Im 4 1 9 213D as 395 510 tm21. 1 2010 iml THE NUMBERS IN PARERINESTS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE DENEIAL NOTE NO. 4 TYPE DESIGNATION F-MMMMMR/ U. 106111ED r 11 BF16-1 B/ IT irNJl d ' I F. M WTH161tliW r' 1. -r v A 0 5r3 FXW mm WM 5 Im ATIMM r umrAmy 7 14,• • PRODVCT.1111 5GD T-0 Ava4C !/m7otn EIU Ma maa ulruwmtOanaHa:r Mmj V' •'' • E N ' • O o Btd—V Cod. 147R r a t. m r4. _OR z) 9 ROcrucrROPIULU 1 ,r(QIUmllarldD : 44 `Zi- 2dL1 do 0 Qcadw 0oatt101h. irl. atd. 10 Gott, Vp Dda• OZ CPMOPARRINO 7d 6324 CRUD srr ..:: •ao.,• 8BfNER FL 635U ii a>.3.7 Ta`n{i rr iirwi rki 7 .>,b • • 6raal:let • 6¢Y6fr• t:atscicti6>_I•nn:rGF y ttHi.ty:ram:lailyta! 6:c n: a ri yyF g.,t,i ",7' "lY r=ti_ in.3,r?ugirr rva.D,ri.la: n r 7cala:riY`Zr4k7 4 . k r; y, :•: Ir.S1a:9Cr F. r dtr;RlH irvirlfY t, -N1F ar , • IIr\:.1Jlelyd11;7:1: 7:1.1411.i:—I:YfYY/[t V CITY OF n XTQnDYl Vd AJL Iq 1 `_PbRAJ FIRE ()EP RRT&IENIT Building & Fire Prevention Division PERMI TA PPLICA TION Application No: Documented Construction Value: $ SC5-7p --. Job Address: `OJJj !;D Historic District: YesliNoN Parcel ID: —7' 1' So — OQ 0- Residential%Commercial Type of Work: Ne Addition[]Alteration Repair Demo Change of Use Move Description of Work: }' j i(;i,J C'.onantC &wI t}"1C_/ _rk-Cf` (-GL - Plan Review Contact Person: Phone: Cgn 1 j^]i 9 Fax: ME Property Owner Information Name Street: I o w t' L'(' n, uo o_ 3 6 S t City, State Zip: CQ l l aI14 Y.ID ZEE2./ b a c l Title: CC, r. Phone: Resident of property?: NO Contractor Information ( qw<i-312:5NameC_ Phone: Street: _ o i HIV C"- Fax:( 4n) ZA0 " %559D City, State Zip: LV \C C av10 State License No.: OiqC I z 103 I T . Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Vh Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be re may uc additio ol permits required from other governmental entities such as waterfoundinthepublicrecordsofthiscouniy, Sriu urcrc may u., u.............. r_...__.- _ required _ management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ov, SLL& Signature of Contractor/Agent Datc P4 0'06-I+- C < <Lu 1 n PrinttCC onntractor/Agent's Name Sign t Risersonally aDate ktate of Florida ulpgtptnGG145696 a ad` 021Contractor/Agersonally ]Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January I, 2018 1 Permit Application WORK ORDER Job #: 34670 Date: 1 /26/2018 145964 Subdivision Phase Bid I VU I Blk BILL TO: Starlight Homes - AWH Lot % Sub: W fldharn Presei to 1 117 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2653 Flicker Cv Sanford JFL 132773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Model/Bld : 2260 Magellan Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-41 Oa Job Contact: S Woolwine A/H-1 or Furnace FB4CNP036L00 A/H-2 or Furnace Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO360OG CU-2 Date Required: T'Stat: THG220D1002 T'Stat: Filter Base AHU Location N/A 2nd FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace 1HPater or Coil Heater or Coil Bldg. Permit# 4T'Stat: U-3 CU-4 Township: Sanford T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y8150A1017 Qty 1 Builder calls inspection: Yes Zone Kit #1 ZD1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZDG B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 14 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 2 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.98 24.95 Rou hin 2,500.00 04-Installation Labor 27.30 409.43 06-Piping Labor 7.00 119.00 Trim 2,500.00 14-Kitchen Vent Trim 1,274.6502-Material/Tax 1,482.48 Permit 70.0001-Equipment/Tax 110.0009-Permit/Other 1.421 17.95011-Delivery Labor 2.851 35.91 Total Contract: 5,070.0020-Pull Material Labor 2.501 42.5012-Startup Labor Pro ect Summary Job: Starlight - Wyndham wrightsoft" ry Date: 611612017 Entire House Energy Air, inn Plan: 2260 S Magellan 5401Energy Air, Cl,Orlando. FL32810Phone: 407-886-3729 Errm9:GRennerQenergyalrcomWob:w6vw.energyalrmm 0 0 • For. Lot 117 - 2260 SL, Stad' ht Homes 2653 Flicker Cv, Sanford, FL 32773 Notes: Desi ' nllriformatior '--; , - - •- •- - _ - - . --- _ .. --, Weather. Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TO 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Struture 17353 Btuh Structure 15751 Btuh Ducts 3222 Btuh Duds 5921 Btuh Central vent ( 47 dm) 1319 Btuh Central vent (47 dm) 900 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Bluh Piping 0 Btuh Equipment load 21894 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 22572 Btuh Infiltration sensibleMethodSimplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Duds 1244 Btuh Central vent ( 47 dnl) 1382 Btuh Heating Colingg Outside air Area (ft) 2310 2310 Equipment latent load 5699 Btuh Volume (fe) 20003 20003 Air changeslhour 0.41 021 Equipment Total Load (Sen+Lat) 28271 Btuh Equiv. AVF ( dm) 137 70 Req. total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8. 2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1105 dm Actual air flow 1105 cfm Airflowfador 0. 054 dm/Btuh Airflowfador 0.051 dm/Btuh Static pressure 0.50 in H2O Staticpressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =16034 Btuh,100 AFUE Boldfiralic vahies have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r +wrightsoft' Right-Suite®lhlversal201717A16RStn7013 201&Jan1909ageI 9 ACCA .-Spedfidyymdham Preservetct117 - 2260 SL rup C•lc- MA Front Door faces N Certificate of Product Ratings AHRI Certified Reference Number: 9162429 Date: 05-01-2018 Model Status : Active AHRI Type: HRCU-A-CB Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NBO36'0"B' Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP036L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, Independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 33000 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 33800 HSPF (Region IV) : 8.20 Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced'Production Stopped' Model Status are those that an AHRI Certification Program Participant Is no longer producing BUT is still selling or offering for sale. Retinas that are accomoanled by WAS indicate an Involuntary re -rate. The new Published rating is shown along with the previous fi.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahrldireotory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal andMAU: confldentlal reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced: copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrid ireetory.org, click on 'Verify Certificate" link v make life better" and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which Is listed at bottom right. 2018Air- Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 31696768944727165 CITY OF SANFORD t BUILDING & FIRE PREVENTION PERMIT APPLICATION SO Application No: - `1 Documented Construction Value: S LIl.PJO Job Address: Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Ne Addition Alteration [Ell Repair 1-1Demo Change of se El Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name nyv _ Phone: HDr7 - /Dw -k Street: L- a Resident of property? : 1 City, State Zip: Contractor Information Name Phone: C r'1_Zi o-i- n •i I Street: C 1 Fax: City, State Zip: State License No.: Ef; ),,-n, , ()Q( Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Namc Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date co .fir %rcoK Pr nt 6ontractor/Agent's Name Signature of Notary -State of Florida Date ro"!;`Y °eierf, PAMELA S TERNUS Commission # GG 110622 ayrfOFF opP` Barbedt -110911NourySmitua Contractor/Agent is Personally Known to Me or Produced ID T e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Mechanical Plumbing Gas Roof Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: 9 (., Documented Construction Value: $ _: -3 (PO Job Address: L(P`02) Ff 1Cbv-e Historic District: Yes No Parcel ID: Residential a Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: c1S-e ,ok a.1 e S IUct. Plan Review Contact Person: Pi cans Title: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name P_ K-1 c-- Q` L vwbc vac, Phone: -4 Z3 - Z43 - c3P,:43 Street: q -p ( Ba c k'v 'a_' 2d' Fax: L-i 0 - - Zvi o • (-i City, State Zip: C7 -f cLr)4o . 32-P,2,g State License No.: C.FC 0 _63 Lr Z Arch itect/EngIneer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST B RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI] FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wz 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 requi ed 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date o t S Signature of Contractor/Agent Date S it—f -e Print Contract is Name y-tom- Signature of Notary -State of Florida Date MY CMIISSION I FF 1209iEXP'REisOwner/Agent is Personally Known to Me or Contractor/Agent is Personally n Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[]. Mechanical Plumbing • Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r 9701 Bachman Road Established 1973 507 State Road 52 123 Miller Road f Vairico, FL 33594 !'• •. Orlando, FL 32824 vnvw.RJKlelty.00m Judson. FL 34669 407-855-2636 State License 9 CF-0O203 2 27-863-5486 813-661-0707 R.J. KiELTY Page: 1O a PLUMBING • HEATING • COOLING Proposal Date: 712612017 2oposal No: 717-13530 prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 No Propose hereby to furnish mateHal and labor - complete in accordance with specifications below for the Sum of: $7,760.00 Payment to be made as follows: 40% Rough In 300/6 Top Out 30% Finish. NET 10 Days 411 materials guaranteed to be as specified. All work to be plated in a workman like manner according to standard practices. Any alteration or deviation and willbecomeanextrachargeoverandabovetheestimate. An prom specificationsbelowinvolvingextracostswillonlyuponwrittenorders, agreements contingent upon strikes, accide r del yond our control. Owner too; rile, 1pr nado, e4d.7 r necessary insurance. Our workers are f overed by worker's compensation Ins ce. illy ATUTHIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA AUTHORIZED SIGNRE: S. We hereby submit sperdli and e6girm for: master Bath Up 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 While Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up utilities I Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baekfilling Included For Sevier & Water Only (Slab Backfilling By Others) Backllow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Seti+er Al!owance; Additional $12 per foot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal -The above prices, specifications andconditionsaresaltsfactoryandherebyaccepted. You are authorized to do the work as specified. Payment will be made outlined above. I agreetopayreasonableattorney's fees court costs in the event of legal action. A monthly service charge of 1 112% will be added after days. Any server taps deeper than 4 IJ2 feet or requires backhoe or dawatering will be an extra charge. SIGNED, wKl DATE OF ACCEPTANCE & PAGE 2: 1 Branch: Hudson Last Edit By: last Edit Dale: 7/272017 CITY OF SkNFORD FIRE DEPAATMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: ( a q 1 1t'::q Documented Construction Value: $ 45,000 Job Address: 2653 Flicker Cove Historic District: Yes No Parcel ID: 17203150200001170 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : Contractor Information Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: n/a Phone: 407-630-0119 Fax: n/a State License No.. EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61b Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID qlalul I Signature of Contractor/Agent Date f gnAQYN Gabbs Print Contractor/Agent's Name NQJ-11'it. Signature ofN u of Florida ASHLEY FARMS Notary Public . State of nor6L l Commii .—rG t9656s My Comm. Esptres Jun 1. 2022 OarOee Urough Natfonal Notary Aun. Contractor/Agent is P onally ICno to Me or Produced ID Type of BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] I Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas Roof Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application 4,- N7<3 r1111 CSC rNM FINAL BOUNDARY SURVEY0 c. N WYNDHAM PRESERVE to O II LOT 117 c X a PB 81, PG 93) v 0. i Wa v o M U o J PCP c PfC P _ N 89'43'10" E 290.76' _ 9--'V1cn se'733 FLICKER COVE CENTER Jov50' RIGHT—OF—WAY LINE to in o (PRIVATE ROAD) -2' CONC CURB i° oONCO CONCRETE SIDEWALK Z SIR N89'43110 ~E SIR Q66 I co 2840OO EASEMENTTY P) i7o. 1H CONCRETE TFP un DRIVEWAY C" 7HH CONC N N WALK 16.4' 6.0' 20.7 M ' i ORC 6.0 1 7.3 9 N w 3h O CO 1 STORY ;mcKORESIDENCEn w M ,a O 2653 FLICKER LOT 1 16 w M O LOT 118gCOVEa ry8 FFE= 30.71 9 h w O 6.0; 28.0 ;6.0' N qA/C PATIO o 01 2 PAD 9.8 LOT 117 J AREA = 4800 S.F. +/- SURVEY NOTE: NO SOD AT TIME OF SURVEY. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' rcr -roof cqui men' L, D: GENADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description TFP -Electric Transformer Pad P -plot FIFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. -Plat Book f-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Coble Box BP -Brick Paver M -Telephone Box SW -Sidewalk El -Electric Box FIFE -Finished Floor Elevation 0 -Utility Pole Cl -Curb Inlet Guy Pole GTI-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet THHo -Telephone Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL do DISK A^VD4-Irrigation Control Valve P.K. -Parker Kolon Nail Sign SIR -Set 1/2' Iron Rod L87768 WX-Gate Water Valve SPKD -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 rr- -Existing Grade FIP -Found 1 /2" Iron Pipe LB7768 CI -Blow-off Valve FPKD-Found P.K. Nail do Disk LB7768 ^^ --Drainage Flow Direction FCM -Found 4"x4' Concrete 10.0 -Proposed Design Grade 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. SOUTH BOUIVaWY OF LOT fB RR a2 nn, SIR S89'43'10 REMAINDER OF LOT 13 PALMER'S SUBDIVISION PLAT BOOK 2, PAGE 41 SURVEYOR'S NOTES: 1. Current title Information on the subject property had not been furnished to GeoPolnt Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey Is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Devotions shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plat of MDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is Intended to be displayed at 1' 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X DESCRIPTION: LOT 117, according to the plat of "V YNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 08 14 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5J--17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to c 472.027,. Florida Statutes. / GeoPoint Surveying, Inc. KRIDA s D. Leviner LS691Drawn: RCA Checked:JDL P.C.: Data File:BrtssonEmt-PlatPROFESSIONAL SURVEYOR & LWPER NO. 5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/15/18 1 Dwg: Brww&st-Lot117 Order No.: ^ RAISFD SFAI OF A FI ORIDA HCFNSFD SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Rk: ENVIRONMENTS FOR i I- q(p SITE ID: 3EE22E LOT: 117 BLOCK HOUSE 2tl53 STREET: FLICKER COVE CITY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNTM 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/1812017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 2E53 FUCKER COVE, SANFORD. FL 32771 _ TEST: BLOWER DOOR RESULT: PASS TESTER: Dave RevWb DATE: 0E127Q01E TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5. 1 Atbc Access Panel (fully asketed and insulated) X 5.2 Atuc drop - down Stair (fully gaskated and insulated) X 5.4 Recessed L4phbnp Futures (ICAT labeled and paled to d ll) X 5.5 Whole -house Fan (insulated gasketed to the op enin X 7.3 Fresh air venldabon installed per programspecs X Blower Door BD Ta et SO Actual Room Prauure Teat BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL O. CODE SHELL N 0' WA 19. 50E 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACHED CODE ACH 50 PROGRAM of SM0 CODE of SIr1 0 12. 276 7 1,44E 4.45 Meter• Mst Bdrm 0 Bdrm 2 0 Bdrm 3 0 Bdrm E 0 Rm 1 0 Rm3l 0 Omer 0 Bdrm 4 0 Rm 2 0 CO Detector Energ Stu Qualified rloes? Elllderd LWr&q Padta ? X 50 or > Of Hardwired Lights Must Be CFL Or LED X Low Flow Faucete, Tollete ate? X PnWarm sNs TMmostW X Co.ttllW Gann ProQam Level Requbres Visual Inspeetbn Spurn Item Loeatlon Manu iclufar Name Model 01 Model02 Model 03 Model04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO36 TDOOR SYSTEM 1 HVACINDOOR COIL SYSTEM 1 MVAC AMU ( HEAT INTERIOR CARRIER. FB4CNP036 PUMP SYSTEM FURNACE SYSTEM2HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU ( HEAT PUMP SYSTEM FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHV ( HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU ( HEAT PUMP) BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN -VALUES AB BUILT -VALUES COMMMENT a OF BEDROOMS (REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE (REM) NA NA DUCT RETURN R-VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Rwells DATE: 06 mia BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN-VALUES ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS (PRIF) YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION PRIF) INFILTRATION HOUSE LKG ACH REM NA Ht . 4.45 CI . 4.45 ACH 50 Pascals FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL N (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION 4 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME - HRSIDAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S(PRIF) INTERIOR % OF CFL'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES I%) (PRIF) GARAGE FIXTURES (%) (PRIF) DISHWASHER (PRIF) REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER (PRIF) SLAB GRADE PRIF FLOW RING (PRIF) HEATING (REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER: Om ReveOo DATE: W2712018 TOTAL CONDITIONED FLOOR AREA 0 2,260 CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 1 12.00% SYSTEM I SO FT. SERVED (CFA) 0 2,260 POST CONSTRUCTION SYSTEM I DUCT LEAKAGE TO OUTSIDE 0 161 SYSTEM I DUCT LEAKAGE TO OUTSIDE 65 SYSTEM I DUCT LEAKAGE TO OUTSIDE Infinity% 2.66% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE 0 271 SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25)TARGET (CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 SO FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2TOTAL DUCTLEAKAGE (%OF CFM25) TARGET ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM2S) TARGET O 0 (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET ( CFM25) ACTUAL CFA) ACTUAL r TEST: DUCT BLASTER RESULT: PASS TESTER: Dm RevWe DATE: 0=71207E SYSTEM 4 SO FT. SERVED (CFA) SYSTEM T DUCT LEAKAGE TO OUTSIDE I=I=I SYSTEM ACTUAL LEAKAGE TO OUTSIDE I=I SYSTEM DUCT LEAKAGE TO OUTSIDEACTUALCF SYSTE) TARGET AL DUCT LEAKAGE I=I=ISYSTE)ACTUAL AL DUCT LEAKAGE I_ISYSCFA)TOTALDUCTLEAKAGE(% OF BUILDING SPECIFIPATIONS BUILDINOCWUtAC7ERISTICB ASDESIGN-VALUEB ASBUILT-VALUES COMMME DUCT LEAKAGE TO OUTSIDE (REM) PNA r0 029"CCsMM255 CF, TOTAL DUCT LEAKAGE (REM) i"- D1l2 CFM25J CF,A FLOW RING (PRIF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2653 Flicker Cove Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2653 Flicker Cove (Lot 117) Jurisdiction: Cond. Floor Area: 2260 Cond. Volume: 19508 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Sinqle or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1448 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1448 ELA: 80 EgLA: 188 ACH: 4.45 SLA: .04 ACH(50) ' : 4.45 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date: 2018.08.27 10:13:31 EDT I l =Revelle, O=TopBuild HoHomee Services. OU, EMAILADDRE SS=dave.revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 08/27/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions 1=5=17 388228EFL CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONTDN Application No: Documented Construction Value: $ Job Address: • 0 t jccr cu'r Historic District: Yes No of Parcel ID: Residential W, Commercial Type of Work: New 4 Addition Alteration Repair Demo Change of Use Move Description of Work: PJUPY1 4LCJ TC t Vlt'v S C Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: qc, q 1%l Street: St J Fax. • y G % ` nl - V ('. City, State Zip: _ A i U cyd ; F 3 `(% % I State License No.: C FC ] `f of y Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 ]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 0%%mer/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID nary Sigaturc oft on r for/Agent to 11rl j Cu"-41 Print Contractor/Agent's Name i i _ ilJfJflI FERNI./j j Signature•,ofNotary-s6teofFSfonda + !f/ DatC htilSSlOy t ° 9: 0 :• OFF 120855 : r r ry . un' ; • • OtiR• Contractor/Agent is Personally Kno3 fj,'[tQ Produced ID Type of 1D '.' A ; IN, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application