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2633 Green Swallow Way 18-1606 NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000339 BUILDING PERMIT NUMBER: 18-10000339 DATE: April 04, 2018 C001C7 JL4 -1) J 4 0 UNIT ADDRESS: GREEN SWALLOW WAY 2633 17-20-31.502-0000-2410 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2633 GREEN SERVEWALLOW SWAYFR / LOT 241WYNDHAM / FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SinRleCUEFamily Housing .00 1.000 dwl unit 00 FIRE 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHQOLS 54.00 CO-WYDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PASSingle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. C)\ Q THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT O ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED 1 Permit # { Address: BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence 4—,<.;.:,:....-.':,;;-4,--.. .._ EL 1jECTRICA•L•,PERiVII•T.. ti"•' ;>'=-ra:try.::_,"s;r-•T^:;;=..:;,:r.,,.•,: M'"`"'.: `.' ya : " `}.. .: •;. . 4 si2-':•.• tit ! _ :1i. :•t 1:FJ•LJ .L In: `"..1 J: vim.'.=f Js1i:.. li'., 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 Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final A'• _hL;r dl-•.,'L` MEC_IiAN IC'AI PERM•IT-;4i _ .._ y., :-.. e.{ ..,i. ..y :_..: c •F::T:.••}•'i.f.: :^- ; ir, r,: =,3s '``"-``:'_'= ' '•r •'• ,,•: :;;,,.. .••.:. u ' 3;. EYa`.c.'^_.?saia?tr •.A:q•..... •a.... •.^.tip•.,. `Sry- s !.: far _ "i;5'}1`+. .'.i ` {:; E;'',L•. Min Max Inspection Description 10 Mechanical Rough i 1000 Mechanical Final i REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Amy LACe yName: Starlight Homes Florida, LLC Address: J084 GreenwoodBlvd Suite 124 Lake C g[y. FL 32746 NOTICE OF .COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111111111111 fill[ [fill 111111111 II11 GRANT 11ALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9104 Ps 1263 (1Pss) CLERK'S 2018036964 RECORDED 04/05/2018 01:14.135 PM RECORDING FEES $10.00 RECORDED BY hdevore Parcel ID Number. 17-20-31-502-0000- --\ 4-10 The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve, PB 81 Pas 93-102. Lot ar-zj Address: 2.to 33 C,, C- • ra.o.. t IJ. Baru 3a-1-1 -a. GENERAL DESCRIPTION OF IMPROVEMENT: ` J Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder of other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Uenor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR -PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 'THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pennmy rjury, l declare that I have read the foregoing and that the facts stated in It are true to thswledge and belief. m tom+ tune ai Signature Owner's Printed Name Fields Statute 713.13(1)(g); ' The owner meal sign the notice of commencement and no one else may be permitted to sign In hie or her steed.* State of County of _ Eemi ml e The foregoinp Instrument w cknowledged before me this day of Lbn I ) pfu Lai?, by M; - Who Is personally known to me Lam' Name of person making statement OR who has produced Identification type of Identification produced: Shayne Mangel NOTARY PUBLIC a _ jSTATE OF FLORIDA Comm# GG113111 r signature Expires 6/21 /2021 W d" Z gslDc o CITY OF SANFORD g BUILDING & FIRE PREVENTION APR Q PERMIT APPLICATION d I Application No: 1 J ( O MO Documented Construction Value: $ 11 22411K0 c0 Job Address: G.), r ee -) SW o.\\ o uJ LQ2 Historic District: Yes No Parcel ID: 17-20-31-502-0000-S tL+l O Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 3780. Mansell Road Suite 100 Resident of property? City, State Zip: Alpharetta, GA 30022 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407- 647-3700 Fax: 407-647-0700 E. State License No.: CGC1522347 Architect/ Engineer Information Name: Mulhern & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA Bonding Company Address: NA E- mail: sives@mulhernkulp.com Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. Signature of Owner/Agent Date 3.30 -1 g Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 91 a= -Iv Signature of Notary -State of Florida Date Signature of Notary -'tale of Florida Date RY Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Owner/Agent is Personally Known to Me or Contractor/Agent is ce soWi EK&MtRUMe or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building B Electrical® Mechanical® Plumbing[ . Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 2S3 I Min. Occupancy Load: Flood Zone: K 5 Q 2 # of Stories: New Construction: Electric - # of Amps 1 S O Plumbing - # of Fixtures 1 Fire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING: 30UTILITIES: ENGINEERING:, IL42L 4 • Zlv - 1 9 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 40- a -to 7( o°l (A(xvwk%Nng- T, Gr Fire Alarm Permit: Yes Nog] WASTE WATER: BUILDING: 6-13- Ib Revised: June 30, 2015 __ Permit Application r CITY OF SANFORD BUILDING & FIRE PREVENTION ZLio PERMIT APPLICATION Application No: 1 Cp 0 Documented Construction Value: $ \ 13 c a l JobAd.dress: 2,to 3 3 Green W o.\\ o u.] UQ o+.r Historic District: Yes No Parcel ID: 17-20-31-502-0000-2,L+1 O Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 3780. Mansell Road Suite 100 Resident of property? : No City, State Zip: Alpharetta, GA 30022 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhern & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhernkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this.county, and there may be additional.. permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3•-1g Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of Notary- tate of Florida 0 Date o y Shayne Mangel NOTARY PUBLIC r -STATE OF FLORIDA Comm# GG113111 Contractor/Agent is "ice 0114 t&fiwfl2cgMe 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• '-) c WASTEWATER: am BUILDING: Revised: June 30, 2015_ __ _.___ _ ____..._ ___ ___ _ _._____ —. _ Permit Application._.__.. 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: 2633 Green Swallow Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2410 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 US.E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: W floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1606 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, WalkwayIncluding Right -of -WayJJYR-1877)4 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 Sidewalk or Use & 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 / 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 Know whirs below. size and location of the existing right —of --way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: %U U-,Mk ow L-1-J } gr\:WrA -- 2. Proposed Activity: 0 Driveway FXJ Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date Emergency Repairs This application is submitted by: Property Owner. Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: shayne.mangel@stadighthomes.mm Date: 3-gyp—`p Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. A4Z Signature: Date: 3--$ This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 4 - -?L — W ES Date: Novemoer 2o15 ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name:lJ..,,1 1,,r y r Sey r Project Address: a 3'J G re-yrn S.xe \ \•.,., lJ__j" 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. VOwner/ Tenant atSignwner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print a of Gen. Contractor Signattfre of Gen. Contractor CGC 1522347 Gen. Contractor License # Oft & 5fev- 600j- Print Name of El. Contractor gnaref El. Contractor EC, ao0396 El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) LBUTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3.30 - I B I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: a.ta 33 C--,men L-&3 &j-. Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this l0 day of , 200 l - by who is ersonally known to me or o who has -jr-odi;Ced as identification and who did (did not) take an oath. Notary Seal) Rev. 08.12) M 'Q Signature 32"p2 n2Qr2Qe- Print or tWe name Shayne Mangel Notary Public - State of `lW14k NOTARY PUBLIC Commission No. -STATE OF FLORIDA My Commission Expires: •, Comm# GG113111 Expires 6/21/2021 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 241 - 1769 TR Builder Name: Starlight Homes Street: 2633 Green Swallow Way Permit Office: Seminole County gUILp, LC City, State, Zip: Sanford , FL , 32773 Permit Number: # 1 8 - 1 6 06 Owner: Jurisdiction: SA1 l fi R ODesignLocation: FL, Sanfor County:: Seminole (Florida Climate Zone 2 O 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) Insulation--Areg- 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c. NIA R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1769.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft 6. Conditioned floor area above grade (ft2) 1769 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl, U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 54.35 PASS Total Baseline Loads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and IJAE ST'gT this calculation are in compliance with the Florida Energy specifications covered by this tiQ;,FOB Code. calculation indicates compliance with the Florida Energy Code. sr PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 e I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergode. WE OWNER/AGENT- BUILDING OFFICIA DATE: 'r(t % DATE: 13 /is 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. 1/18/2018 1:43 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: ' Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 241 - 1769•TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 241 Wyndham 2633 Green Swallow W Seminole Sanford , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ft2 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emilt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1978 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ft= 0.1 Wood 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Tn Mill Type Space llprpnqnr1 Height Sheathing Framing. Solar Below W 2 N 3 E 4 S 5 N Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 59 5 9 4.1 18 6 9 4.1 75 3 9 4.1 38 1 9 13 35 3 9 4 554.6 ft' 0 0 0.6 4 172.7 ft' 0 0 0.6 4 702.3 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 329.0 ft' 0 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 E Wood Main N Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 W 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes E 3 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.58 0.25 N 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 41.0 ft' 11 ft10 in 1 ft0 in None 30.0 ft' 1 ft 0 in 1 ft 0 in None 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 it' 10 ft 0 in 1 ft0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410f1' 410ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA Egl-A ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM ii, # -. System Type . SubType, ,. %,-, Location EF . Cap (Use SetPnt i... Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply --- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: - - coo' in Jan Feb [ ] Mar A r Ma X] Jun X Jul X Aug4 Sep E Oct Nov Dec Heating H Jan XFeb [X) Mar APr f i May ]Jun Jul Aug Sep Oct Nov Dec JXJVentin [ Jan Feb X Mar X A r [ Ma ] Jun Jul Au Se X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heal Pump 1 - Central Unit 1/ 18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) y, , .UU,vur,,.,,.., ,.. ,..,, DISPLAY CARD ' . .. ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 2633 Green Swallow Way, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft= b. Frame - Wood, Adjacent R=13.0 329.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft 6. Conditioned floor area (ft') 1769 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft'= a. U-Factor: Dbl, U=0.34 120.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft 6 353.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft2 a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .01AE.1 Construction through the above energy saving features which will be installed (or exceeded) o = ; Fo . in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 3laa ltg c +_C. cam a t Address of New Home: 0 C'^2n City/FL Zip: s•jldOD wc Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA - Project Name: Lot 241 - 1769 TR Builder Name: Starlight Homes Street: 2633 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffityropp9 /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 cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind 000*na and wirino. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or cealinas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDI-NG- CONSTRUCTION - Envelope Leakage Test Report Performance Method Project Name: Lot 241 - 1769 TR Builder Name: Starlight Homes Street: 2633 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: L n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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: 01 THE S?.,42; \ I/Illy DD WL•'iR 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING "C6N9TRUCTION , „ T y Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 241 - 1769 TR Builder Name: Starlight Homes Street: 2633 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System Qn,out)' Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /18/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: OFTNE Sp,1l 0 COD WE t¢ 5 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft Project Summary We: 414 0h17 dham Entire House Energy Air, Inc Plan: 176E S 5401 EnergyAr, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyairoom Mb, wmv.energyaiccom For. Lot 241 -1769 TR, Starlight Homes 2633 Green Swallow Way, Sanford, FL 32773 Notes: Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17937 Btuh Duds 1705 Btuh Central vent (57 dm) 1620 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Method Construction quality Fireplaces Area ffl Volume (ft') Air changes/hour Equiv. AVF (dm) Infiltration Simplified Semi -tight 0 HeatiningC' 7561756 16375 16375 0.26 0.14 71 38 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 15461 Btuh Ducts 2930 Btuh Central vent (57 cfm) 1105 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19496 Btuh Latent Cooling Equipment Load Sizing Structure 1931 Btuh Ducts 289 Btuh Central vent (57 dm) 1697 Btuh Outside air Equipment latent load 3917 Btuh Equipment Total Load (Sen+Lat) 23414 Btuh Req. total capacity at 0.75 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfrn Actual air flow 899 tfrn Air flow factor 0.046 cfmBtuh Air flow factor 0.049 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 OF Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Boldrrtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-18 11:58-07 wrightsoft' tight -Suite® Universal 201717.028 RSU17013 page 1 ACCA ... SpedfickWyndham Preservelot 241 -1769 TR.rup Calc= MJ8 Front Door faces: N a. wrightsoft° Manual S Compliance Report Entire House Energy Air, Inc ' 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaiccom Wab, wvw.energyairoom For. Lot 241 -1769 TR, Starlight Homes 2633 Green Swallow Way, Sanford, FL32773 Design Conditions Job: Starlight - Wyndham Date: 4/14/2017 By: Plan:,. 1769S Outdoor design DB: 92.6°F Sensible gain: 19496 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 23414 Btuh Indoor RH: 50% Estimated airflow: 899 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow 899 cfm Sensible capacity: 20104 Btuh 103% of load Latent capacity: 6015 Btuh 154% of load Total capacity: 26119 Btuh 112% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21262 Btuh Entering coil DB: 68.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 135% of load Capacity balance: 37 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Manufacturer. Actual airflow: Output capacity: Elec strip Model: 899 cfm 5.6 kW 89% of load Meets all requirements ofACCA Manual S. Temp. rise: 50 °F 201 &Jan-18 11,58:07 wrightsoft Right-Suite®Unhersal201717.028RSU17013 Page ACC,..SpedfidVWndhamPreserueY.ot241-1769TR-rup Calc=MJ8 Front Door faces. N Duct System Summary Job: Starlight -Wyndham wrightsoft• Date: 4/14/2017 Entire House EV. Energy Air, Inc I ,Plan: 1769 S 5401 Energy Ar, Ct Orlando, FL 32810 Phone, 407-886-3729 Email: GRenner®energyairmm Web wmq.energyairoom For. Lot 241 -1769 TR, Starlight Homes 2633 Green Swallow Way, Sanford, FL 32773 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.187 in/100ft 0.187 in/100ft Actual airflow 899 dm 899 dm Total effective length (TEL) 150 ft Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W n) Duct Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba2 h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 C 1489 63 73 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3603 165 100 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2-A C 160 1 8 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer C 1354 64 66 0.344 5.0 Ox 0 VIFx 11.5 70.0 Idt-din-tam C 2714 93 133 0.191 7.0 Ox 0 VIFx 26.9 120.0 SO IdFdin-faro-A C 2714 93 133 0.195 7.0 Ox 0 VIFx 23.9 120.0 stl bdin-fan}B C 2714 93 133 0.255 7.0 Ox 0 VIFx 4.8 105.0 lawn C 1087 20 53 0.356 5.0 Ox 0 VIFx 8.7 70.0 m bath h 970 44 35 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3501 160 103 0.193 7.0 Ox 0 VIFx 29.8 115.0 St2 We h 1182 54 34 0.195 5.0 Ox 0 VIFx 23.6 120.0 St2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type drrl) dm) FIR fpm) in) in) Material Trunk st1 PeakAVF 186 265 0.191 601 9.0 0 x 0 VinlFlx st2 PeakAVF 259 172 0.193 586 9.0 0 x 0 VinlFlx SO PeakAVF 277 209 0.187 627 9.0 0 x 0 VinlFlx Boldrdalk values have been manuallyoverrfdden wrightsoft• Right-SuiteOUniversal2017 17.0.28 RSU17013 CC 1, ...SpedfidW7ndham Preser\elLot 241 - 1769 TR rup Cale=" Front Doorfaoes: N 2018-Jan-1811:5807 Page 1 Name Grille Size (in) Htg dim) Clg dm) TEL ft) Design FR Veloc fpm) Diam , in) H x W in) Stud/Joist Opening (in) Dud Mal Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 201 &Jan-1811:5807 wrightsoft• Right-SuitedDUni%oersal20l7l7.028RSU17013 Page 2 ACCK ..SpecifidWyndham Preser%etot 241 -1769 TR.rup Celc = MJ8 Front Door faces N Job It Starlight -Wyndham Performed for: Lot 241 -1769 TR 2633 Green Swallow Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 1 RightSwte® Universal 2017 17.0.28 RSU 17013 2018-Jan-18 11.58:15 m Preservelot 241-1769 TR.rup I i I 117' VTR J l I VTR Jul I. I LAV I wrc I a., 3" SHWR. i wm O KIT AUTO VENT 3.. 2n C> I O z° Q z I o 3" cn pLQ co TUB n 3n wC3n 3" c/o LAV2.. PLAID 1769 PLUMBING RISER DIAGRAM o U) a) a NM c c0 N 00 0 m0 M DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 241 a Build fumg Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 7.5' LOT AREA CALCULATIONS LOT " = 7,130 SQ.FT. LIVING AREA- 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PATIO 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C :PAD = 9 SQ.FT. IMPERVIOUS= 40.8 X SOD = = 4,218 SQ.FT. OFF LOT AREA CALCULATIONS R/W4 = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD; = 258 SQ.FT. TOTAL AREA AREA = 5,680 SO-.ff.— DRIVEWAY = 646 SQ.FT. SIDEWALK = 350 SQ.FT. SOD - = 4,476 SQ.FT. WYNDHAM PRESERVE - LOT 241 ZONIN k(jDATE_ L15 PLOT PLAN Ok to construct single family homewithsetbacksandimperviousarea shown on plan. UP .'S 7- m_f. 17bCi }awk - T PCP CENTER — PCP , TP LINE 391.64_ S89 43__03"W GREEN SWALLOW WAY 50' RIGHT—OF—WAY PRIVATE ROAD) ICONC CURB n . PROPOSED 5' 4 CONC SIDEWALK o.CONC SIDEWALK o 10' UTILITY EASEMENT 0 LOT 240 LOT 247 l.B—Licensed b...... LEGEND:ADUSSD—Access/Drainage/Utilities/sdewalk BFP—Backflow Preventer Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L—Florida Power do Light P —Plat FFE—Finish Floor Elevation D.B.—Deed Book Water Meter O.R.—Official Records Book 04—Water Valve P.B. —Plat Book YJ--Fire Hydrant Pg•—Page RC® —Reclaimed Water Meter Elev.—Elevation RCM —Reclaimed Water Valve Conc.—Concrete. Cable Box BP —Brick Paver m —Telephone Box SW —Sidewalk El —Electric Box FFE —Finished Floor Elevation O—Utility Pole CI —Curb Inlet Pole GTI—Grate Top Inlet 0—Light Pole0—Light P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced Con.. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS —No Comer Set (Falls in Water) m —Sanitary Sewer Manhole SF —Square Feet iNHo —Electric Handhole D.U.E. —DrainageF Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK P.K.—Parker Kolon Nail X44—Irrigation Control Valve Sign SIR —Set 1/2' Iron Rod LB7768 WD4—Gate Water Valve SPKD—Set P.K. & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod L87768 F>>-II—Existing Grade FlP—Found 1/2' Iron Pipe L87768 a —Blow —off ValveFPKD—Found P.K. Nail do plsk LB7768 •^_—Drainage Flow Direction FCM—Found 4"x4' Concrete 0—Proposed Design Grade Monument PRM L87778 As—Built/Exlstinp Grade Note: Some items in above lea-n may not be nnnlicnhle) Uescription Date I Dwn.1 Ck'd I P.C. I Order NO.-] ail WQ- a Wir : . ao• 16.0'- 12.0' 1 z 0a_ PROPOSED 1 STORY RESIDENCE 2633 GREEN SWALLOW WAY 1769 HAWKING ELEVATION - T GARAGE - RIGHT FFE= 25.0 I COVERED I,! o' PATIO o' 13.7 12.7 38.0------------ 12.0' 1 2.0' LOT 241 1 N AREA = 7,130 S.F. t N SOUTH BOUNDARY UNE OF LOT 241 62. 00' S-69z7o".5-W LOT 246 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were token from engineering plans and are subject to survey. 3. Oevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades k 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) q, ggqqq00 1 Q' a' ONEY Z(I eDtihttin6.dreM) TE of m - Jaffies D. vl aiSuro'- SFLORIDAPROFESSIONAL''SWWQR,44 MAPPER NO. ...L...691........5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL O w LOT 242 LOT 245 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 1. DESCRIPTION: LOT 241, 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: JE I Checked. JDL I P.C.: Data RIe:BrissonEast-Plat Date:01/28/18 Dwg:B&.nEad-W41 Order No.: ^ SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk: RECORD COPY r+ •.'.:iJGEff2 'ELECTRIC Starlight Homes Seminole 1769 Hawking LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 2011 - 220.82(C)(31- (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5 40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC 2011 - 220.82(B)(1) - (4 LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA l DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) V1LDI/Vo 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) SANFORD 12.00 12.00 KVA COOKTOP CIRCUIT 720 SUMMER KITCHEN/JENAIR GAS 1.50 I MICROWAVE CIRCUIT Fr'ARL 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 8 _ 1 6 O 6 9.06030AMPPOOLCIRCUIT 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA I ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)1 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® PF-CORD COPY RE: WP0241 - WP0241 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0241 Model: 1769 Lot/Block: 241 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/ TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37. 0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# Truss Name Date 1 IT12986427JAl 1 1/17/18 118 1 T12986444 1 D1 1/17/18 12 1 T12986428 1 A2 1 1/17/18 19 1 T12986445 1 D2 1/17/18 13 1 T129864291 A3 1 1/17/18 120 I T12986446 J El 1 1/17/18 14 1 T129864301 A4 1 1/17/18 121 1 T129864471 EJ3 1 1/17/18 15 1 T12986431 1 A5 1 1/17/18 122 I T12986448 J EJ5 1 1 /17/18 6 1 T12986432 1 A6 1/17/18 123 1 T12986449 1 EJ7 1/17/18 7 1 T12986433 1 A613 1/17/18 1 I 1 1 I 6 0 DING gpNFOR D FPAR, L 18 1 T12986434 1 A76 11 /17/18 19 1T129864351 131 1 1/17/18 110 I T12986436 1 BJ 1 1 1 /17/18 l l IT12986437 1 BJ3 1 1/17/18 112 IT129864381BJ5 11/ 17/18 113 1 T12986439 1 C1 1 1/17/18 114 1 T1 2986440 1 C2 1 1/17/18 115 1 T12986441 1 CJ3 1 1 /17/18 116 1 T12986442 1 CJ5 1/17/18 117 1 T12986443 1 CJ7 1 1 /17/18 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer' s Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 0 3 80 ' AT OF • 1 . i c v.- FS.,<•O RX. CI 4, Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17, 2018 Albani, Thomas l of 1 Job Truss Truss Type Oty Ply W P0241 T12986427 W P0241 Al Common 11 1 Job Reference (optional) Builders FirstSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:02 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-101 DYtkgjFS6S?00wk7r5jZSBW?OJgZO8xiEczuRDZ 1-0• 6.0.7 12-7-1 19.0.0 25-4-15 31-11-9 38.0.0 39-0- 0 6 0 7 6-6-10 6.4-15 6-4-15 6-6.10 6.0.7 0 0 5x6 = 5.00 12 19 Scale = 1:66.3 1.5x8 STP= , , I 14 • . 1.5x851 P= 3x8 = 14 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 3x8 = Ig LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.26 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.54 14-16 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 186 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc puffins. BOT CHORD 2x4 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7-14, 5-14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 10=145310-8-0 Max Horz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2932/2227, 3-5=-2677/2031, 5-6=-1859/1566, 6-7=-1859/1566, 7-9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10-12=-1868/2641 WEBS 6-14_ 771/1062, 7-14= 696/710, 7-12=-252/513, 9-12=-302/438, 5-14=-696/710, 5-16=-252/513, 3-16= 302/438 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL--3.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 19-0-0, Comer(3) 19-0-0 to 25-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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, with BCDL = 10.Opsl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at joint 10. Q WARNING • Verily dasrgn perenretars and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE MB-7473 mv. rON3,20I S BEFORE USE. Design valid tot use only with Mllek9 connectors. This design Is Iced only upon paamelers shown. and Is for an Individual "ding component, not a IRas system. Before use, the IxAldkng designer rnusl verify the gDpltuatAlty of design paiamelers and properly kncorpoiale this design Into the overall acing Indicated Is to b Individual truss web and/or chord members only. Addllional ternpoiary and permanent biocing M iTek' building design prevent uclding of Is always required tot stability and to prevent collapse with IwssBdle personal knhay and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrkallon, storage, delivery, erection and bracing of trusses and truss systems, soeANSt/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavallablefromInnsRateInstitute. 218 N. Lee Street. Suite 312. Nexandda. VA 22314. Job Truss Truss Type City Ply INP0241 T12986428 W P0241 A2 Hip 2 1 Job Reference (optional) tsuiiaers rirst5ource, I ampa, ream t iry, I-fonaa JJbbb 1.0- 5.6.0 11-6-10 17-0-0 0 5 6-0 6-0-9 5-5-6 q0 5.00 12 5x6 6 o. n eu s oep i o ev i i mi i ex inuusuius, urL. vveu van it i o.ao:va cu i o rdye r I D: rfytRhmE Rah3zfiQRgKY R9zPCPY-mabbmDIJUZaz49bcTRe4ex6g BHf E9q-jdogQm2zuR DY 5x6 = 7 Scale = 1.68.8 2 to0 1.5x8 STP = " 16 15 1.5x8 STP = 3x8 = 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = 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 FBC2017/TP12014 CSI. TC 0.62 BC 0.97 WB 0.68 Matrix-SH DEFL. Vert(L-) Ven(CT) Horz(CT) In (loc) Vdefl Ud 0.49 13-15 >915 240 0.81 13-15 >554 180 0.14 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 11=1453/0-8-0 Max Harz 2=-104(LC 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1969, 3-5=-2791/1853, 5-6=-2011/1369, 6-7=-180611320, 7-8=-2011/1369, 8-10=-2791/1853, 10-11=-2982/1970 BOT CHORD 2-18=-1735/2674, 16-18— 1284/2241, 15-16=-873/1806, 13-15=-1254/2241, 11-13_ 1640/2674 WEBS 3-18=-220/381,5-18=-290/504, 5-16=-646/552, 6-16=-314/516,7-15=-314/516, 8-15=-646/552, 8-13=-291/504, 10-13=-220/382 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psI; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 2 and 377 lb uplift at Joint 11. WARNING - Vadity doWgn panmoters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MD-7473 nw. IdD3)201S BEFORE USE. Design vdld for use only with MITek® connectors. this design Is based only upon parameters shown, and Is for an Individual building component. not Nitafanssystem. Before use, the building designer must verify the appllcabBity of design parameters and properly Incorporate this design Into the overall Wilding design Racing Indicated Is to prevent bxtckting of Individual hiss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to rxevent collapse with possBile personal h*try and Ixoperty damage. For general guidance regarding the 6904 Parke East Blvd. fab ilcatlon, storage, delivery, erection and bracing of trusses and truss systems, sec-ANSI/1PI1 Qualify Criteda, DS8-E9 and BCSI Building Componr nl Tampa. FL 33610SafetyInformationavailablefromtrustRateinstitute. 218 N. Lee Street. Sulte 312. Nexandria. VA 22314 Job Truss I Truss Type I Oty Ply I W P0241 T12986429 W P0241 A3 Hip 2 1 FIrslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MFFek Industries, Inc. wed Jan 17 13:38:04 201 E I D:rfytRhmE Rah3zff ORgKYR9zPCPY-En9zzZmxFslghJAp 1 ggJA81mlh21 uNessSO_J 1.0.0 7.4.11 - 7- 15.0.0 23-0 0 _ 30-7-5 38-0-0 39.0.0 0- 7.4-11 7-7-5 88-0-075 7-4-11 5.0.0 5.00 F12 5x8 = 5x6 = 5 6 Scale = 1:68.8 trm 9- 0 a 1.5x8 STP = 16 ''' 14 13 ' ` 11 1.5x8 STP = 4x6 = 2x4 11 4z6 3x4 = 3x8 = 4x6 = 2x4 11 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.95 BC 0.83 WB 0.27 Matrix-SH DEFL. in (loc) Udell Vd Vert(LL) -0.22 13-14 >999 240 Vert(CT) -0.43 13-14 >999 180 Horz(CT) 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 185lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.I BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12), 9=-363(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2953/1875, 3-5=-2232/1435, 5-6=-1992/1402, 6-8— 2233/1435, 8-9=-2952/1875 BOT CHORD 2-16=-1620/2641, 14-16=-1620/2641, 13-14=-1005/1992, 11-13=-1528/2641, 9-11=-1528/2641 WEBS 3-16=0/314, 3-14— 718/668, 5-14=-1915602, 6-13=-190/502, 8-13=-717/669, 8-11=0/313 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=4.2ps1; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at Joint 2 and 363 lb uplift at joint 9. WARNING . Vsrlly design parameters end READ NOTES ON THIS AND INCLUDED MREIr REFERANCE PAGE M11.7473 rov. f 0A13/1015 BEFORE USE. Design valid lot ruse only wllh Ml lek®corveecfors. lhh design is based only upon parametersshown, and Is for an Individual building component, not a truss system Before use, the building designer must verily the appxkobility, of design "ameters and property Incorporate this design Into the overall building design. Nactng Indicaled Is to buckling of Individual Intss web and/or chord members only. Additional temporary and permanent btaci ng M iTek' preventIs always required for slablllly and to prevent collapse with possible personal it*" and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage. delivery, erection and bracing of Irrtses and Inrss systerns. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromtrussRateInstltule. 218 N. Lee Street. Sudle 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply W P0241 T12986430 W P0241 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:05 2018 Page 1 ID:rtytRhmE Rah3zfiORq KYR9zPC PY-ivLAvmZOAghJSI?bsgYjMBzr5NidgC?469XrxzuR DW 1-0- 7-0-1 13-0-0 19-0.0 25-0-0 30.11.15 38.0-0 9-0- 0• 7-0-1 5-11.15 6.0.0 6.0.0 5 11-15 7.0-1 1.0 5x6 = 2x4 II 5x6 = Scale = 1:67.6 1.5x8 STP = . . ' 1 12 1.5x8 STP = 4x6 = 1.0 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.27 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Ven(CT) 0.51 12-14 >884 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.13 8 rVa rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-SH Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD 2x4 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8=-359(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3-4=-2635/1703, 4-5=-2407/1591, 5-6=-2407/1591, 6-7=-2635/1703, 7-8=-2891/1864 BOT CHORD 2-14=-1615/2601, 12-14=-1119/2118, 10-12=-1095/2118, 8-10=-1522/2601 WEBS 3-14=-333/466, 4-14=-325/529, 4-12=-200/529, 5-12=-364/307, 6-12=-201/529, 6-10=-326/529, 7-10=-333/466 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 Comer(3) -1-0.0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 8. 0 WARNING- Vortly dos/pn parametors and READ NOTES ON THIS AND INCLUDED UfrEK REFERANCE PAGE M11.7473 rov. la*31201 S BEFORE USE. Design valid for use only with Milek® connectors Rds design Is based only upon parameters shown. and Is lot an Individual building component, not a 1rtiS system. Before rrse, the building designer must verify the applicability of design parameters and Iropetty troorporate this design Into the overdl dual truss web and/or chord members orgy. Additional leorary and permanent bracingdesign. Bracing Indicated Is to Ixtckling Individual ra AMiTek* balding prevent of Is always required lot stability and to prevent collapse with possible personal trUuy and property darnage. For general guidance tegarding the 6904 Parke East Blvd. fatxlcctlion, storage. delivery, erection and bracing of intssos and frtss systems, soeANSI/Ml Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInlormallonavdlablehornTrussPlateInstitute, 218 N. Lee Street. Salle 312, Alexandria, VA 22314. Job Truss Truss Type Oty Ply T1WP0241A5Hip21 0241 Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 8.13U s Sep 1 S zu1 I MI I ek industries, inc. Wed ,Ian i I i a:ao:uo 2016 rage t ID:rlytRhmE Rah3z(iQRgKYR9zPCPY-A9GkOE nBnUyYxcKB9aC nFZk7G Uk_MBo9Jmv5N NzuR DV 1-0- 5-2-3 11.0.0 19.0.0 27.0.0 32-9.13 38-0-0 9.0• 0- 5-2-3 5 9.13 8-0 0 8.0 0 5.9.13 5 2-3 1.0 5x8 = s00F1_2 2x4 11 5x8 = Scale = 1 67.6 1.5x8 STP= 16 15 „ 13 '- 11 10 1.oxa bI r= 3x8 = 2x4 II 3x6 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = 3x6 = Ig LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(CT) -0.48 11-13 >925 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Malrix-SH Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8= 379(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3001/1924, 3-4=-2558/1597, 4-5=-2872/1838, 5-6=-2872/1838, 6-7=-2558/1597, 7-8=-3001 /1925 BOT CHORD 2-16— 1700/2691, 15-16=-1700/2691, 13-15_ 1240/2314, 11-13=-1200/2314, 10-11=-1603/2691, 8-10_ 1603/2691 WEBS 3-15=-420/495, 4-15=-134/391, 4-13— 393(775, 5-13= 493/424, 6-13= 3937775, 6-11=-134/391,7-11=-420/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh h=15111; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Extedor(2) 5-2-3 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint B. WARNING • Verity dadtfn parem tam and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE MD-7473 rev. loVX2015 BEFORE USE. Design valid for use oNy with Milek® connectors. this design Is based only upon Parameters shown, and Is lot an Indlvdual building component, not a Irtuss system. Bogota rise. the lxAlding deslgner 111Lls1 veulfy the aprpllcabllity of design porarnelers and lxoperly b)corporalo this design Into the overall building design. Bracing Indicated Is to Ixevenl lxuckling of Individual truss web aril/or chord members only. Addiltonat temporary and permanent txacing MiTe k' Is always rectulred for stability and to pxevent colla{>se with possible personal Injury and pxopeny damage. For general 9LAdance regatding the tobxk;allon. storage. delivery, erection and bracing of Inmes and Inuss systeins, seoANSI/TPI I Quality Crilerlo, DS8-E9 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable gran truss Plate InstlMe. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty I Ply WP0241 T12986432 W P0241 A6 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:07 2018 Page 1 I D:rfylRhmE Rah3zfiORgKYR9zPCPY-eMg6baopYn4OYmuOi H1OonG LVu3k5iN IYQeevpzu RDU 11.0.0 5-8-11 9-0-0 15.8.0 22-4.0 29-0-0 32-3-5 38.0.0 9-0.9 0- 5-8-11 3-3.5 6-8-0 6.8-0 6-8-0 3-3-5 5.8-11 T-0 5x6 = 5.00 12 3x4 = 5 4x6 — 3x4 = 6 7 Scale = 1:67.6 1.5x8 STP = 16 15 14 13 12 1.SxB STP = r(< AAE2 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.t WEBS 2x4 SP No.3 3x8 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-399(LC 8), 10=-399(LC 9) 4x6 = 3x4 = 4x6 = 3x8 3x8 = CSI. DEFL. in loc) Udell L/d PLATES GRIP TC 0.66 Verl(LL) -0.30 14 >999 240 MT20 244/190 BC 0.81 Ven(CT)-0.6212-14 728 180 WB 0.34 Horz(CT) 0.16 10 n/a n/a Matrix-SH Weight: 177 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2925/1861, 3-4=-2710/1679, 4-5=-2497/1595, 5-7— 3397/2053, 7-8=-2497/1595, 6-9=-2710/1679, 9-10=-2925/1861 BOT CHORD 2-16=-1627/2618, 14-16=-1843/3312, 12-14=-1824/3312, 10-12=-153312618 WEBS 3-16=-185/356, 4-16— 440/779, 5-16=-1025/616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8-12=-440l779, 9-12= 185/356 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verity dosign psrnmetem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rov. faV3/2015 BEFORE USE. Design vdld for use orgy with Milek®conneclors. Ibis design Is based only upon Taiamefers shown, and Is for an Individual Wilding component. not a truss system. Before use, the tu9ding designer mrrst vedfy the ap AlcabUlty of design fxrameiers and propetty Incorporate this design Info the overall building design. Racing Indicated Is to prevent buckling of IndMdud truss web and/or chard members only. Additional temporary rnid permanent bracing MiTek' Is dways regrdred for stability and to Ixevent collapse wllh possible personal b*iry and property damage. For general guidance regarding the fabrication, storage, delivery, erecflon and txaclny of Misses and truss systems seeANS,/TPI I Quality Criteria, DS6-C9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Rate Institute. 218 N. Lee Street, Sulfe 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply W P0241 T12986433 W P0241 A68 Hip 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 is T su s Sep 15 zu1 t Mi r ex lnausuies, inc. Wed .,an i r i 3:36:06 LV i a raye r I D:rfytRhm E Rah3zf iO Rq KYR9zPC PY-7YOU pwpRJ5C FAwTaG_E FL_pXUI RTg7uSm4OBSGzuRDT 1-0- 5-8-11 9-0-0 15-9-3 22.2-13 28-8-8 29 -0 32-3.5 38-0-0 9-0- 0- 58-11 3-3-5 6&3 6-5-11 6-5-11 0- -8 3-8-11 0. 5.00 12 5x8 = 3xSx8 = 4 = 3x6 = 3x4 = 4 5 6 7 8 Scale = 1:67 6 1. 5x8 STP = 19 1817 16 15 1413 12 1.5x8 5 rN = 3x8 = 3x4 1. 5r.8 STP= 3x6 = 6x8 = 12- 4-0 3x4 = 1.5x8STP= 3x4 3x6 = 6x8 = 3x8 = 0 16 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.14 2-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.29 2-19 >499 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=-58(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=-114(LC 12), 10= 191(LC 13), 17= 410(LC 9), 15=- 131(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=347(LC 23), 10=623(LC 24). 17=1359(LC 1), 15= 623(LC 24) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-370/663, 7-8=-209/306, 8-9=-654/533, 9-10=-902l738 BOT CHORD 17-19=-145/306, 15-16=-113/375, 14-15=-113/375, 12-14=-219/582, 10-12=-509l787 WEBS 3-19=-299/421, 4-19=-201/363. 8-12=-239/438, 9-12= 265/397, 4-17=-817/564, 5- 17=-883/634, 5-16=-196/382, 7-16=-272/292, 7-14=-257/154, 8-14=-553/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h=15ft Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at joint 15. WARNING- Vorfy dosign pammotore and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/F7473 rov. f aOMIS BEFORE USE. Design valid for use only with Mllek9 connectors INs design Is based orgy upon parameters shown, and Is for an trldlvlclual hul ding component. not a firms syslern. kielore ttse, the 1xAlding designer must verify the applicability of design parameters and properly Incotp oiato this design Into the overall building design Bracing Indicated Is to prevent buck11ng of InclMaILal Inns web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and fo prevent collapse with possItNe personal Injury and properly damage. rot general grddalco regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of cusses and truss systems, seeANSI/T 11 Quality CAlerla, DS8-89 and SCSI Building Component Tonpe, FL 33610 SafetyInformationavailablefromTrussRateInstilufe. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0241 T12986434 W P0241 A7B Hip Girder 1 1 Job Reference (optional) CSUIIOers rirslODUrce, i ampa, rianl Idly, rioliaa 0J300 a. 1 Ou J Jep 10 ev i I ivii i en Illu UJlireb, IM. VV eu Jdlr i / 10 00. i u Cv 10 rdau i ID:rtytRhmERah3zfiQRgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjQPun666ql2PIEOtIW8zuRDR 1-0-p 3•a-2 7-0.0 13-0-14 19-0.0 24-11-2 31-0-0 34.7.14 38.0.0 9.0.0 0- 3.4.2 3-7-14 6-0-14 5 11-2 5-11-2 6-0-14 3.7.14 3-4.2 1.0 Scale = 1:67.6 5.00 12 5x8 3x4 = 5x6 = 3x4 = Sx8 4 19 20 5 21 22 6 23 24 7 25 26 8 1.5x8 STP = 18 27 28 17 16 29 30 15 31 32 14 13 33 34 12 1 5x8 STP= 3x6 — 3x4 1.5x8 STP = 3x8 — 1.5x8 STP = 3x4 = 3x6 = 3x6 = 3x6 = 6x8 = 6x8 = 38-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.05 2-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.10 2-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.03 10 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 8-14. 4-16 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-243(LC 8), 10=-248(LC 9). 14_ 754(LC 4), 16=-738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16=2190(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1195/433, 3-4=-1031/362, 4-5=-141/528, 5-6=-362/156, 6-7=-362/156, 7-8=-131/528, 8-9= 1031/375, 9-10=-1195/446 BOT CHORD 2-18=-393/1057, 16-18=-292/954, 15-16— 528/226, 14-15= 528/242, 12-14=-267/954, 10-12=-358/1057 WEBS 4-18=-125/690, 8-12=-125/690, 8-14=-1645/555, 4-16=-1645/567, 7.14_ 1154/575, 5-16=-1154/575, 7-15= 316/990, 5-15= 316/990, 6-15— 590/367 NOTES- 1) Unbalanced 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=15f1; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 lb uplift at joint 16. 7) Hangei(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19.0-0, 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11.4, 105 lb down and 107 lb up at 26-11-4, and 105 lb down and 107 lb up at 28-11-4, and 1241b down and 134 lb up at 31-0-0 on top chord, and 429 lb down and 182 lb up at 7-0.0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0.12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-0, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WARNING - Verify design penmeton and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE Mg-7473 rov. IN0 M 15 BEFORE USE. Design valW for use only with Mllek0 connectors. 9ds design 6 based orgy upon parameters shown, and Is for an IndivlUual building component, not a Iniss system. Before use. The Lxdlalrlg designer must verity the applicabalty of design pxaameters and properly Incorporate this design Into the overall bbdldiryj design. Bracing Indk:ated Is to prevent buckling of IndNklual truss web and/or chord members only. Addlllonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collaf)se with possB-)le personal Injury and Txoperty damage. For general guidance regarding the fabrication. ation. storage, delivery, erection and bracing of trusses and firs systems. xreANSI/TPI I Quality Criteria, DSB-09 and BCSI Building Component 6904 Porka East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tompa, FL 33610 Job Truss Truss Type Qty Ply T12986434 WP0241 A7B Hip Girder 1 1b 130241 Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 a.13u s Sep 1 b eu1 r Mi i ak inauseies, inp. Wed uan i r i 3.ao: iv eu i o rage c ID:rfytRhmERah3zfiORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjQPun666ql2PIEOtIW SzuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 2-10=-20 Concentrated Loads (lb) Vert:4=-105(B) 8=-105(B) 18=-429(B) 12=-429(B) 16=-58(B) 7=-105(B) 5=-105(B) 15=-58(B)6=-105(B) 19_ 105(B) 20=-105(B)21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31= 58(B) 32=-58(B) 33=-58(B) 34=-58(B) WARNING - Vartly design parameters and READ NOTES ON THIS AND INCLUDED 6flTEK REFERANCE PAGE MIF7473 rw. 10103M15 BEFORE USE. Design valid for use only with Mllek8 connectors This design Is tamed only upon parameters shown. and Is for an Individual building component, not a inks system. aoloro use. The bullding 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 IndMdual truss web and/or chord members orgy. Additional temporary and permanent bracing M iTek Is always required for stability and to prevent collapse with possible personal inpsy and txoperty damage. For general guidance regarding the fatricatlorx slorage. delivery. erecllon and tracing of trusses and truss systems. seeANSI/TPI I Quality Criteria, DSS-89 and SCSI building Component 6904 Parke East Blvd. safety Information avallaMe from Truss Plate Instibule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply W P0241 T12986435 WP0241 B1 Roof Special Girder 1 nG Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 1 I D:rtylRhmERah3zfiORgKYR9zPCPY-?Je?elsyM Kihf XnLVgIBVq_9MvoYmwV 1 hhMPb 1 zuR DP 1-0•Q 7-1-8 9.4.0 11-8-0 17.11-9 24.4.15 _ 31.0.0 38.0.0 0- 7-1-8 2.28 2--4 6-3-9 6-5 5 6.7-1 7.0-0 1-0-0 5x6 = 5.00 12 5x6 = 2x4 \\ 4 5 2x4 11 3x4 = 3x6 = Sx8 = Scale = 1:70.1 1.5x8 STP = 17 16 15 24 25 26 14 1327 28 29 12 1.5x8 STP = 3x6 = 3x8 = 4x6 = 3x8 = 3x4 = 3x6 = 2x4 11 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.71 14-15 >629 180 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 10 rVa rda BCDL 10.0 Code FBC2017fr P12014 Matrix-SH Weight: 353 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 7-9: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 20 SP No.2 *Except* 8-11-11 oc bracing: 14-15. 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1910/0-8-0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2=-521(LC 5), 10=-852(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 3-4=-3819/1168, 4-5= 3792/1155, 5-6=-7155/2339, 6-8=-7155/2339, 8-9— 7301/2463, 9-10=-5548/1866 BOT CHORD 2-17=-998/3612, 15-17=-1587/5417, 14-15= 2340/7301, 12-14=-1633/5039, 10-12=-1628/5007 WEBS 4-17=-854/2820, 5-17=-3124/1075, 9-12=-105f/12, 9-14=-80412479, 5-15=-695/2025, 8-14=-686/420, 6-15=-523/308, 8-15=-467/553 NOTES- 1) 2-ply truss to be connected together with 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: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18-11-4, 145 lb down and 107 lb up at 20-11-4, 145 lb down and 107 lb up at 22-11-4, 145 lb down and 107 lb up at 24-11-4, 145 lb down and 107 lb up at 26-11-4, and 145 lb down and 107 lb up at 28-11-4, and 166 lb down and 134 lb up at 31-0-0 on top chord, and 81 lb down at 18.11-4, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 24-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 429lb down and 182 lb up at 30-11-4 on bottom chord. The desigrVselection of such connection I o sibilltv of others. WARNING - Vorlly daasign pammoters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 11171.7473 rev. 10I032015 BEFORE USE. ' Design valid for use only vAth Mltek® connectors. This design Is based only upon parametersshown. and IS lot an hdivldual building component, not a inrss system. Before use. the building deslgncr mrasl verity the crWicablllly of design parameters and froperiy Incorpoiate this design Into the overall 11A buildingdesign. Bracing Indicated Is to prevent buckllnlg of Individual truss web and/or chord members only. Additional temporary and permanent bracing IY1iTek' is always required lot stability and to prevent collapse with possible personal Injury and property damage. For goneral guidance regarding the fabrication, storage. delivery, erection and bracing of Inasses and truss systems, saeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type dry Ply WP0241 B1 Root Special GirdernG 0241T12986435 Reference (optional) Builders FlrstSource, Tampa, Plant City, Florida 33566 a.13D s Sep t b 2UI / MI I eK Tnaustrfes, Inc. vvea jan 1 113:3Cr1 a 20i a rage z I D:rtytRhmE Rah3zfiORgKYR9zPC PY-?Je?e IsyM KlhfXnLVq I BVq_9MvoYmwV 1 hhMPb 1 zuR DP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-9=-54, 9-11=-54, 2-10— 20 Concentrated Loads (Ib) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24=-58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) WARNING - Vedly doWgri paremorom and READ NOTES ON THIS AND INCL UDED MITEK REFERANCE PAGE M9.7479 rov. f OM320IS BEFORE USE. Design valid for use only with Mllek® Connectors. IrJs design Is based only upon parameters shown. and Is for an Individual Ixilldlng component. not a Inns system. Before use. The building designer Must verity the ap i-Alcabllity of design parameters and properly Incorporate this design Into the overall IxAding design. Bracing Indicated Is to buckling Individual Truss web and/or chord members only. Additional temporary and permanent bracing MiTekpreventof is always required for stability and to provenl collapse with possible personal lnhury and properly damage For general guidance regarding the 6904 Perk& East Blvd. fabrication, storage. delivery. err-cllon and tracing of Trusses and tnra systems, seeANSI/TPI I Quality Criteria, DS8-69 and SCSI BuBding Component Tampa, FL 33610SafetyInformationavailablefromTrussplateInstitute. 218 N. Lee Street. Suite 312. Alozan data, VA 22314 Job Truss Truss Type Ply T12986436 W P0241 BJ1 Jack -Open Oty 12 1 0241 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 ID:rtytRhmERah3ziiQRgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22W UOJIeVV8BwL5y7TzuRDO 1.0-0 1.0.0 1-0-0 1.0.0 2x4 = 1.5x8 STP= LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25I TC 0.15 TCDL 7.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1). 4=18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.5 1-0-0 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0 00 2 >999 240 MT20 244/190 Vert(CT) -0.00 2 >999 180 Horz(CT) -0.00 3 rVa n/a Weight: 5 lb FT = 2096 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE M0.7473 rov. law,2015 BEFORE USE. Design va ld lot ttso only wllh MilekO connectors. This design 6 based only upon paramelers shown, and Is for an Individual! building component. not a huss system Beloro Use, the tbtdlding designer mtrst verify the applicability of design prtrarneters and property Incorporate this design Into the overall building design. Bracing Indkbalod Is to buckling of trxlNldsal truss web and/on chord members only Additional temporary and permanent bracing MiTek' prevent Is always required for slabilityand to prevent collapse with possible personal trtkay and properly damage For general gulda ce regarding the 6904 Perk* East Blvd. fabrication, storage, delivery. erec lion and bracing of busses and fnsss systems, seoANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Job -- I Truss I Truss Type IOty I Ply I W P0241 T12986437 W P0241 BJ3 Jack -Open 10 1 Job Reference footlonall 1t City, Florida 33566 8.130 S Sep 15 2017 MITek industries, Inc. Wed Jan 17 13:35:13 2015 Page 1 I D:rfytRhmE Rah3zf IORq KYR9zPC PY-TW BNseta7dgYGhM X3YgO22 W TuJ HbVVSBwL5y7TzuR DO 1-0.0 3-0-0 1-0-0 3.0.0 Scale = 1:10 8 3x4 = 1.54 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20'6 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2= 72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at joint 2. Q WARNING- Verify dosdpn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rov. 111MIN2016 BEFORE USE. Design vaild lot use only with Milek®connecfors. this design Is trued only upon parameters shown. and is for an Idlvkhnal tx10cling component. not a lit+ss system. &:fore tne, the txdiding designer murst vedfy the applicab illty of design pxnarneters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual Inm web aril/or chord members only. Additional temporary, and permanent bracing MiTe k' prevent Is always regtJied for stability and to prevent collapse with possible personal Initay and pxop erty damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage. delivery, erection and bracing of trusses and fntss systems, seeANSI/1PI I Quality Criteria, DSB-a9 and SCSI Building Component Tempo, FL 33610SafetyInformationavailablefromtrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type Ply WP0241 T12986438 W P0241 BJ5 Jack -Open Oty 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 B 130 S Sep 1 b 201 / MI l ek Industries, Inc. Wed Jan 1 / 13:3d:14 20i a rage 1 I D: rtytRhmE Rah3zf iORq KYR9zPCPY-xil I3_lCuxzPurxkdFLfaF3ZOlaxEyOK97rW tvzuR DN 1.0-0 - 5.0.0 1.0-0 5.0-0 3x8 = 1.5x8 STP = LOADING (psl) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Harz 2=91(LC 12) Max Uplift 3= 81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15 8 DEFL. In (loc) Vclefl L/d PLATES GRIP Ven(LL) -0.03 2-4 >999 240 MT20 244/190 Vert(CT) -0.05 2-4 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING - Vorlly design paniinwfors and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M11.7473 rev. faN32016 BEFORE USE. Design vatki for use only with fv9lek® connectors thus design is based oNy upon pauameters shown. and Is [of an Individual but ding component. not a Intss system. Before rise, the building desUnef must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Noctrig Indicated Is to b of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent uckllrtg Is always required for stability and to prevent collapse with possible personal triprty and Ixoperiy damage. for general guldance regarding the 6904 Parke East Blvdfabrication, sfofage, delivery, erection and bracing of trusses and Inuss systems. soeANSI/TPI1 Quality Criteria, DSB-89 and 6CSI Wilding Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312. Mexardlria, VA 22314. Job Truss Truss Type Oty Ply WP0241 T12986439 W P0241 C 1 Hip 1 1 Job Reference (optional) Builders FIfslSource, Tampa, Plant City, Florida 33566 8.131) S Sep 15 201 / 1011 eK Industries, Inc. Wed Jan 1 / 13:3t1'15 2U1 a rage 1 I D:rtytRhmE Rah3zf iORgKYR9zPC PY• PuJ 7HJugf F5G W? W wAysu7Tckb7pDzNAUN fa3BMzuR DM 1-0-0 5-11-10 8-4-0 10-4-0 12_-8.6 18.8-0 1-0-0 5-11-10 2-4-6 2-0-0 2.4.6 5.11-10 ' 9 Scale = 133 3 3x4 = 3x6 II 3x4 = 1.5x8 STP = 4x6 _ 9 1.5x8 STP = 3x8 = 1.5x8 STP = 3x8 = 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 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 FBC2017/fP12014 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 BC 0.71 Vert(CT) -0.36 2-10 >417 180 W B 0.16 Horz(CT) 0.03 8 rVa n/a Matrix-SH Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. REACTIONS. (lb/size) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13), 2=-198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1). 2=703(LC 1), 9=159(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/826, 3-4=820/646, 4-5=-721/610, 5-6=-721/610, 6-7=-817/653, 7-8=-1060/881 BOT CHORD 2-10=-700/938, 9-10=-678/913, B-9=-678/913 WEBS 3-10=-278/395, 5-10=-358/416, 7-10=-252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at Joint 8, 198 lb uplift at joint 2 and 7 lb uplift at joint 9. I9 WARNING -Verify design paramotors and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MII.7471 rov. 10101,2015 BEFORE USE. Design valid for use orgy with Mllek6 connectors. this design Is based only upon parameters shown, and Is for on Indvidual building component, not a Inns system. Before use. the building designer must verity the applicability of design jY.lrarneters and Ixoperly incoMorato this design Into the overall bAlding design. Wachg Indicated Is to buckling of Individual truss web and/or chord members only. Adcllllonal temporary and permanent bating M iTek' prevent Is always required for stabllily and to ixevent collapse with possible personal Infury and properly damage. For general gtddatce rogarding the fabrication, storage, delivery, erection arKI txaclrtg of cruses and truss systems. seeANSI/TPI I Ouatlty Criteria, DSB-69 and 6CSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instltule. 218 N. Lee Street, Sulle 312. Alexcindrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0241 T12986440 W P0241 C2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8 130 s Sep 15 2017 MiTek Industries, Inc. wed Jan 17 13.38-15 2018 Page 1 I D:rfytRhmE Rah3zf iORgKYR9zPC PY-PuJ7HJ uqf F5G W? W wAysu7Tcjl7rhzKeU Nfa3BMzuRDM 1.0.0 6-4-0 12.4-0 18-8-0 1.0.0 6-4-0 6-0-0 6-4-0 5x8 = 4x6 = Scale = 133.5 Ig 1.5x8 STP = 2x4 11 3x4 ti 1.5x8 STP = 1.Sx8 STP = 3x8 = 3x6 = 3x4 = 13-4-0 LOADING (psl) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CST. TC 0.58 BC 0.61 WB 0.32 Matrix-SH DEFL. in Vert(LL) 0.06 Vert(CT) -0.09 Horz(CT) 0.02 loc) Vdefl Ud 2-9 >999 240 7-9 >999 180 5 We n/a PLATES GRIP MT20 244/190 Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc pudins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0-8-0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2=-173(LC 8), 6=-99(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-885/581, 3-4_ 398/390, 4-5=-512/322 BOT CHORD 2-9— 460l748, 7-9=-461/758, 6-7=-180/406, 5-6=-180/406 WEBS 3-9_ 19/282, 3-7=-426/319, 4-7=-159/264 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.Opst; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. Q WARNING • Verfry design pararrrotors and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MR-7473 rev. 141113M IS BEFORE USE. Design valld for use only with Mnek® connectors. TtVs deslgn Is based only upon parameters shown, and Is for an Individual building component, not a Inrss system. Before use, the LxtOding designer must verity tlx: appiicablI ty of design p oiameteis and property Incorporate this design Into the overall building design. Bracing Indicated Is to prickling of Individual truss web and/or chord members only. Additbnal temporary and permanent bacing M iTek' prevent Is always required for stability and to prevent coltarAe wllh possible personal k*jry and property damage For general guidance regarding fine 6904 Parke East Blvd. fabrication, storage, delivery, erection and tracing of fmsses and inns systems. sooANSUTPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavallablefromTrussPlateInstitute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply W P0241 CJ3 Diagonal Hip Girder 1 1 0241T12986441 Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2W / Mi i ex industries, inc. vied Jan i r 13:30:1 o 2016 rage I I D:rtytRhm E Rah3zf iORq KYR9zPC PY-u4tW UNSOYD78946kgN7fg8z4W JvistdcJKdkozuR DL 1-5.0 3-2-14 1-5-0 3-2-14 Scale = 1:9.2 2x4 = 3.2-14 _ 3-2-14 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Verl(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2=-94(LC 4) Max Grav 3=45(LC 32), 2=201(LC 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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., GCp1=0.18; MWFRS (envelope); cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable studs spaced at 2-0.0 oc 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 3 and 94 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pil) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Q WARNING - Verily dos/grr pemmefere rand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rov. faV3,2015 BEFORE USE. Design valid for use ordy with Milek®conneclors. 1Ns design is based only upon parameters shown. arld Is for an in divkkral b uUdlryj component, not a truss system. Before use, the building designer must verity the applicability of design porameters and properly hoorpomfe this design Into the overall biding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary cold permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and tracing of MASSe3 and fnrss systems, seeANSI/TPI I Quality Criteria, DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Ptale Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ' Oty Ply T12986442 WP0241 CJ5 Diagonal Hip Girder 2 1b 130241 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Wed Jan 17 13:38:17 2018 Page 1 I D:rfytRhm E Rah3zfiORgKYR9zPC PY-MH Rui?w5BsL_I I IJ I N uMC uhz 1 wYaRJ7mrz3AGEzuRDK 1.5-0 3-9-9 _ 7-0-2 1-5-0 3-9-9 3-2-8 Scale = 1:16.2 Ig LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10.15, 4=75/Mechanical Max Harz 2=100(LC 8) Max Uplift 3= 91(LC 12), 2=-159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 7-0-2 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.10 2-4 >756 240 MT20 244/190 Vert(CT) -0.18 2-4 >440 180 Horz(CT) -0.00 3 rVa n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. WARNING- Vadfy dadgn paramatm and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO.7473 rev. 141032015 BEFORE USE Design valid for use only with MilekO connectors. B* de*M Is fused only upon parameters shown, and Is for an Indivlduxb building coniponenr, nor a truss system. Before use, the building designer must verity the gXAlcalAity of design Ixirarnelers and properly tncoporate this design Into the overall building design. Biacing Indicated Is to prevent buckling of Individual puss web and/or chord members only. Additional temporary and permanent bcring M iTek' Is always required for stability and to Iroveni collgyse with possible personal Wuiy and poperty damage. For general guidance regarding the fabrlcafion, storage. delivery. erection and bating of fnisses and truss systems. seCANSI/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. State 312. Alexandria. VA 22314. Tampa. FL 336110 Job Truss Truss Type Ply T12986443 WP0241 CJ7 Diagonal Hip Girder Oly 3 1b P0241 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:18 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-qT?GvLxiyATrNSEVs5Pbl5EHPKwi Akhw4dpiogzuRDJ 1-5-0 7-0-8 9-10-1 1-5-0 7-0.8 2-9-9 Scale = 1:21.2 2x4 = 2x4 = 2x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 2-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 39lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=14/Mechanical, 2=44510-10-15, 5=400/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-35(LC 22), 2=-145(LC 4). 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 593/161 BOT CHORD 2-7=-206/527, 6-7— 206/527 WEBS 3-6=-696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb Lip at 1.4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5= 20 Concentrated Loads (lb) Vert: 3= 75(F=-38, B=-38) 7=-36(F— 18, B=-18) 8=44(F=22, B=22) WARNING- Vorfly dadgn paramotora and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MU-7473 rov. la*MrS BEFORE USE. Design valid for use only with Mllek0 cone actors. This design Is based only upon parameters shown. and Is for an Individual building component, not a tniss system. Before use, the building designer must verity the appllcab011y of design ixaametets and property Incorporate this design into the overall building deslgn Bracing Indicated Is to prevent lrickting of Individual Imss web and/or chord members only. Addlllonrl temporary and permanent tracing WOW Is always required lot stability and to rrovent collapse with possQ3le personal In"y and property damage. For general guidance regarding the fabrkxrtion, slorago. delivery- erection and tracing of trusses and Iniss systems, seeANSI/TPI I Quality Criteria, DSB-39 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable horn buss Rate Instltufe, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty, Ply WP0241 T12986444 WP0241 D1 Roof Special 1 t Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.1au s sep 1S zut r Mr i ex industries, Inc. Wed dan 17 i3:36:ia zula rage i I D:rfytRhmE Rah3zf iQRq KYR9zPC PY-IIZe6hxLlTbh?cphPowgHJ mOykF3v9V31 HYHL7zuRD I 6-8-0 9-0-0 3-0 1-4-0 18-8.0 4--4-00.0 6-8-0 2-4-0 01-4-0 4 4x6 = 3x4 = 4x6 = 1. SxB STP = 2x4 11 3x4 = Scale = 1:34.1 P= 3x4 = N Ig 6- 8-0 3.10-0 2-6-0 1.4-0 4-4-0 ' LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 2-1 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Malrix-SH Weight: 78 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 7=164/0-8-0, 2=530/0-8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12). 9=-176(LC 13) Max Grav 7=176(LC 24), 2=530(LC 1), 9=710(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/597, 3-4=-604/636 BOT CHORD 2-11=-407/550, 9-11=-527/617 WEBS 3-11 =-1 11/265, 5-9=-269/231, 4-9=-654/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi= 0.18; MW FRS (envelope) and C-C Comer(3) -1-0.0 to 5-0-0, Extedor(2) 5-0-0 to 6-8-0, Corner(3) 6-8-0 to 18-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9. WARNING - Vordfy dosdpn paramofen rind READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 nv. IaUZWIS BEFORE USE. Deslgn valid for use only with Milek® connectors. lhh design Is based only upon parameters shown, and Is for an individual building component. not a Uuss system. Befoio use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Info Iho overall brtllding design. Noctng IrxBcaled Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always rectu lted for stablllly and to prevent collapse wllh possible personal Infury and property damage. For general guidance rdgardlng the 6904 Parke East Blvd. labk;atlon, storage, delivery, elecflon and tracing of Irusses and truss systems, secANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Compon*nl Tanya. FL 33610 SafetyInformationavailablefromtrussRateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job Truss Truss Type ' Oty Ply W P0241 T12986445 WP0241 D2 Roof Special Girder 1 t Job Reference (optional) Builders FBstSource, Tampa, Plant City, Florida 33566 e.130 s 5ep 15 zu1 / Mi I etc Industries, Inc. Wed uan I / i xsa:zu zui a rage 1 I D:OytRhmERah3zf iORq KYR9zPC PY-ms70K 1 yzUnlYcmOtzW S3q W J b?8S6eaYDxxlgtzzuR DH 1-0.0 6-8.0 11-0-0 16.4-0 _ 18-8.0 19-8-0 , 1-0-0 6.8-0 4-4-0 5-4-0 2-4.0 1-0-0 Scale = 1.34 2 4x6 = to 1.5x8 STP= 4x6 = 3x4 = 2x4 II a 4x6 = 1.5x8 STP= 3x4 = 1.5x8 STP = 3x4 = 6-8-0 4.4-0 2-4-0 3-0-0 2-4-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.10 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 I BC 0.98 Vert(CT) -0.17 10-12 >889 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 6 rVa n/a BCDL 10.0 Code FBC2017/TP121 Matrix-SH Weight: 80lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=37210-8.0, 9=490/0-8-0 Max Horz 2=44(LC 8) Max Uplift 2=-163(LC 8). 6=-127(LC 5), 9=-117(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-841/207, 3-4=-803/202, 4-5=-321/112, 5-6=-370/107 BOT CHORD 2-12_ 1311'704, 10-12= 303/1088, 9-10=-285/1044, 8-9=-285/1044, 6-8= 70/330 WEBS 3-12=-44/349, 4-12=-449/214, 4 -1 0=-308/125, 4-8=-796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2, 127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb up at 15-7-4, and 86 lb down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 lb down at 15-7-4, and 20 lb down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5.7=-54, 2-6=-20 Concentrated Loads (lb) Vert: 5=24(F) 8=-O(F) Q WARNING - Vadly doslpn parnmofors and READ NOTES ON THIS AND WCL UDED MITEK REFERANCE PAGE MII.7473 rev. 1603,W I S BEFORE USE. Deskp valld lot use only with Milek® connectors TNs design Is based only upon parameters shown, and Is tot an Individual building component, not a truss system. Before me. the txdlding designer must verity The c"Alcablilty, of design rxnamefers and pioperly Incorporate this design Into [he overall building design. Bracing Indicated Is to prevent bucldlrlg of Individual truss web and/or chord inembers only. Additional Temporary and permanent Ixaclrlg MiTek' Is always readied for stability and to prevent collapse with possible personal Itlray, and property damage. For genetal grddance regarding the 6904 Parke East Blvd. fabrlcalion, Malaga. delivery, ereclion and bracing of frrrsses and Tars systems. saoANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussRateInstitute, 218 N. Lee Street, Salto 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply WP0241 WP0241 Ell HipHip Girder 1 1 Job Reference (optional) Builders FnstSource, Tampa, Plant City, Florida 33566 8.13U s sep 1 b 2u1 / Mi I eK mausmes, Inc. vvea Jan 1 / i J:Ja:z1 zui o rage 1 ID:"RhmERah3zfiORgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 1.0.0 5-0-0 8-4-0 13-4.0 1.0.0 5-0-0 3.4.0 5.0 0 4x6 = 4x6 = Scale = 1:24.3 1.5x8 STP = 2x4 11 2x4 I I 1.5x8 STP = 3x4 = 3x4 = N ld 5-0-0 3-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0 09 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz 2=41(LC 12) Max Uplift 5_ 243(LC 9), 2=-274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/482, 3-4=-1250/454, 4-5=-1411/478 BOT CHORD 2-7=-403/1238, 6-7— 400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.OpsF h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at Joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5-0.0, and 60 lb down and 87 lb up at 6-8.0, and 188 lb down and 185 lb up at 8-4-0 on top chord, and 116 lb down at 5-0-0, and 52 lb down at 6-8-0, and 116 lb down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3= 141(F) 4— 141(F) 7=-72(F) 6= 72(F) 8=-60(F) 9=-26(F) WARNING - Vorfly doslpn paramotors and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rov. loci a IS BEFORE USE. Deslgrr valid for use only wllh Wlek® Connectors. this design Is based only upon parametersshown, and Is loran Individual b lldlrly component, not a hus system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to buckling of IndMdrwl truss web and/or chord members orgy. Additional temporary and permanent bracing M iTek' IxeventIs always required for stability and to prevent collapse wblh possible personal k*jry and property damage. for general guidance regarding the 6904 Parke East Blvd. fabrication, sloroge, delivery. erection and trocing of musses and muss systems. seeANSI/IPI I Quality Criterlo, DSB-89 and BCSI Building component Tampa. FL 336t0 SafetyInformationavailablefrombusPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0241 EJ3 Jack -Open 2 1b 1302411T12986447 Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.1 su s aep is zui I Mi f etc mousuies, mrc. vveu Jan r r 13.38.21 2016 raga 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-E2gPXNzbF5rPEw74XDzlMksrtX10N77Mmbl NP?zuRDG 1-0-0 2-4-0 100 240 Scale = 1:9.4 2x4 = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Maldx-P Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purllns BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12), 2=-74(LC 8) Max Grav 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUII=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 74 lb uplift at joint 2. Q WARNING - Varfly d"1gn paramafors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0.7473 mv. 1=202015 BEFORE USE. Deslgrl vaild for use only with Mllek®conneclors. Ihis design Is based orgy uryen parameters shown. and Is for an kldivkdcil building component.not a Imrss system. Before rise. Iho Ixdlding deslgma rnusl verity the applicability of design parameters and pxoperly Incorporate his design Into the overall WIlding design. Bracing Indicated Is to ixevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent Ixacing MiTek' Is always required (of stability and to ixevent collaime with possible personal Inbay and pfoperty damage. For general g0dance regarding the fabrkba8on, storage, delivery, erection and txacing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-L9 and SCSI Bulla9ng Component 6904 Parke Easl Blvd Safety Informatlon available from truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexancirla. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply WP0241 T12986448 WP0241 EJ5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:22 2018 Page 1 I D:rfytRhm E Rah3zf iORgKYR9zPC PY-i EEnlj_DOOzGs4YG5xU XvxOxPxJo6aM W? Fr=SzuRDF 1.0.0 5.0.0 1-0-0 5-0.0 Scale = 1 14.9 3x8 = 1.5x8 STP = LOADING (psi) SPACING- 2=0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 17lb FT=20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING- Verity doslyn paramoters rand READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M67473 mv. 141103Q015 BEFORE USE. Design valid for use only with Hlek® connectors. this cleslgn Is based only upon pmameters shown, and Is for an Individual tiding component, not a terra system. Before rise, the budlding d0sl9nor mrrst verity the al4A11cabllly of design fxaameters and properly Incogorale this design Into the overall building design. Bracing Indlcatect Is 10 buckling of IndlWitiat terra web and/or chord members only. Additional temporary and permanent bxocing M iTek' prevent Is always requlied for slab lilty and to prevent collapse wllh possible personal Inluay and Ixoperty damage. For general guidance regarding the 6904 Parke East Blvdfabxlcaflon, storage. delivery, erec lion and bating of trusses and fnra systems smANS1/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInslltute. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0241 T12986449 WP0241 EJ7 Jack -Open 20 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 3x8 = 1.5x8 STP = LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 7.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES W B 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.130 s Sep 15 2017 MiTek InduSlrieS, Inc. Wed Jan 17 13:38:23 2018 Page 1 ID:rtytRhmERah3zfiORgKYR9zPCPY-ARo9y3_rni57TD7See?mS9xONLaprl cfDvW UUuzuRDE 7-0-0 7-0-0 Scale = 1 19.8 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.13 2-4 >594 240 MT20 244/190 Verl(CT) -0.18 2-4 >431 180 Horz(CT) -0.00 3 n/a n/a Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc 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.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85 lb uplift at joint 2. Q WARNING - Verity design psmmoters end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rov. YOM312015 BEFORE USE. Iksign valid for use only with Milek® connectors. M design Is based only upon p mameters shown. and Is for an Individual building component, not a truss system. Before use. the building designer mrrst verify the apolcab lilty of design Parameters crud properly Incorporate this design Into the overall bxAding design. Wacing Indicated Is to buckling of Individual Inns web and/or chord members only. Additional temporary and permanent bracing M iTek' prevent Is always required for statAlly and to prevent collapxe Win possible personal Irlkay and property damage. For general guidance regarding the labrlcalbn, storage, delivery. erection aril bracing of fnrsses and III,= systems, see-ANSI/TPI I Quality Criteria, DSB-E9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1/ loin For 4 x 2 orientation, locate plates 0-rnd' 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/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) I 2 3 TOP CHORDS 0 Lr O U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 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-bracing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be consitlered. 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 oil other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, thtss design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead bad deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown ore 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, bock. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criterio. BEARING HEIGHT 56HEDULE m m 10 38-0-0 12-8-0 11-8-0 13-8-0 a Tr d m m m E„ I I n n I I n ii n iI 1 i Ii I I I i n ELII m m I lrti I I I I F16E1 1 RI F11 Rl m m RI m CDHl RI 1 m m RI RI RI m m Ul lil3 l m m UI1 I n II u I I I H II m m m Ln cv lU El I II II I aD II 11 II II 11 II II m 13-4-0 1 5-4-0 1 19-4-0 38-0-0 NOTES: L) REFER TO HID QI (RECOMMENDATION5 FOR HANDLIN6 INSTALLATION AND TEMPORARY DRACIN6.) REFER TO EN61NEERED DRAMN65 FOR PERMANENT DRACING REQUIRED. 2.) ALL TRU55E5 (MUDIN6 TRU55E5 UNGER VALLEY FRAMDJ6) MU5T DE COMPLETELY DECKED OR REFER TO DETAIL VIO5 FOR ALTERNATE DRALIN6 RE4UZEMENT5 3) ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY DUILOER. 4.) ALL TRU55E5 ARE OES16NED FOR 7 ox- MAXIMLM SPACING, UN.E55 OTHERWISE NOTED 5) ALL WALL5 5HOWN ON PLACEMENT PLAN ARE CON5IDERED TO DE LOAD DEARIN6, UNLESS OTHERWI5E NOTED. 6.) 5Y42 TRU55E5 MUST DE DJSTALLED WITH THE TOP DEIN6 UP 7.) ALL ROOF TRUSS HA%ER5 TO DE 51MP50N HTU26 LKE55 OTHERWI5E NOTED ALL FLOOR TRU55 HAN6ER5 TO DE 51MP50N THA422 U LE55 OTHERWI5E NOTED D) DEAMIHEADERILINTEL (IDR) TO DE FURNI5HED DY DUILDE . SHOP DRAWING APPROVAL fM5 LAYOUT 15 THE 50.E SOURCE FOD FADRIUATION OF fR1155E5 AND V005 ALL FREML15 A[OITECTIIRAL OL OTHEt fRU55 LAY01115 REVIEW AND APPROVAL OF TM5 LAYOUT LOST DE RECEIVED DEFORE ANY TME5 WILL DE DaT VERIFY ALL COfD I'M TO N5I1RE AGAN51 CHANGES THAT WU RE5LLf N EXTRA CHAME5 TO YOU ftj—,l Da.a1 on. ryrwd 7 Drts Builders FirstSource Orlando PHONE 407-851-2100 FAX, 407-851-7111 Plant City PHONE. 813-759.5951 FAX 813-752-1532 Starlight Homes uoou. 1769 Hawking T LIMI ADDIE55 SIOX: W P0241 IEIINlr G 11-7-17 1 Josh 1 LW0 COPY City of Sanford S`A`^5 Building and Fire Prevention Product Approval Specification Form 1$- 1 6 0 6 DINPermit # Project Location Address my". 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.floridabuildin-g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R 12 Roll U Automatic Other 2. Windows Single Hung Silverhne BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 1 Category / Subcategory. Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla 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 41 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 Regu 1-5110n BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. Honda I JI;f+ product Approval Vim - USER: Public User Product Approval Menu > Product or Apolkatlon Search > Aopllcation List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authonzed Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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 3. 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 Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eguivalencv of Standards.pdf https://www.floridabuilding.org/pr/pr_app_dti.aspx 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes F 1S0 6 R2 II (a) Inst 1 0 6.1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036 i odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "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 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036 2 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI5036 R2 II (a) Inst 15036.3.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 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "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 15036.4.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 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.5.Ddf pa icu rs. 15036.E f: ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / inswing_(X) Configuration, Limits of Use _ Installation Instructions 1Approved for use in HVHHZ-Yes FL15036 R2 II (a) Inst 1503E 6 Ddfl Approved for use outside HVHZ: Yej Verified By: Lyndon F. Schmidt, P.E.43409 iImpact Resistant: No Created by Independent Third Party: Yes! Design Pressure: N/A Evaluation Reports) TFL15036rOther: See INST 15036.6 for Design Pressure Ratings, a R2 AE (a) Eval 15036.E Ddf additional use limitations, installation instructions and product) Created by Independent Third Party: Ye https 1 /2/2018 15036.7 ClassicCraft Fiberglass Doorrg. 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.30.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 addi If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here_. Product Approval Accepts: 0 o a_i Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813 659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. 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 49813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,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 J111016111 Signed &Sealed by oe% `• SCi ii y O Lyndon F. Schmidt, P.E. LENS' . F • • of f•lo 43409 STATE OF Lyndon F. Schmidt, P.E. 0,.•.•,c- FL PE No. 43409 ii `s • OR 1 • •• ? e 10/16/2017 THERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTS WING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the'HVHZ" this product a 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 4 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 "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 "HVHZ"( only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations. design pressures a general notes Door panel detai sFHortrontalcrosssections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring - I X tuck masonry construction 7 ji Bill of Materials S Components 37X MAX. OVERALL WIDTH SWING; DIMENSION'.. DESIGN PRESSURE (P,SF) POSITIVE •NEGATIVE' INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 N Q tt• E i N. 6 z ri:p msmnY• U N •; t` 9 Ew Z 0 Z U m o N eyg 9oLa a 7 maa d n 0cZ 3d W U O WZ O Q J Ao ILn GW CCU m " WC w 4 N QQ W W rr a a a a rE: t02124112scuE.S. owc JK cHX. m: LFS FL-15036.6 SHEn 1 or 7 EXTERIOR 46 n INTERIOR rl"HORIZONTAL CROSS SECTION 36.(r MAX. DOOR PANEL WIDTH 2 M R3 4.11" 0 e Cli P C1. 47 l.w 40 0 11PANEI L NOTE: WOOD DOOR COMPONENTS: OAK JSG » 0.67) 13 T- EXTERIOR INTERIOR 2-*VERTICAL CROSS SECTION ll2 T- 02124112 uc N.T.S. SY. JK I lry. LFS wm .0 FL— 15036.6 m 2 or 7 MIN. EMB. d 4 C A 20 N'. *'Oy, i %\/• .•e; L NMI 7LO in rt *. ss ``\`\ a Mai 0 Z UN •: 8 .. y Z ° C E _ U g ca 9 m oa 21 INTERIOR 40 7 8" co a `a v ocZ 1 2 O 3a 3 3 3 3 g Zt7D EXTERIOR 10 H i N j o0 9 10 5 m cInI•'v ovI 4 E xw xo 3 HORIZONTAL CROSS SECTION CO u 1-1/'MIN. 3 Shown w/tXsub=k 1.1/4'MIN. o EMB. (TYP.) 3 4 5 EMB. (TYP.) g 4 4 4 D a a D 8 o.ts SIN C m OCSINK CISINK 1 ( TYP.) P-) L m m 20 20 0 0 N N N8z e 8 W W O 40 7 7 b h INTERIOR INTERIOR o o as G K INq--z A EXTERIOR EXTERIOR 10oS a 10 DATE. 02 24112 : L 27 40 9 8 scut. N.T.S. 9 C E axc er JK m E cIM. rr. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRA' o NO - N 3 outswtng shown - inswing 3 alsoOuto pr shown - Inswing FL— L or .6 0 also approved also approved sNcn J or 7 N O 0 a N r; z om y; i N• z d m o 111 11 CO " .. Z 0 o u xo Z a r` Ea z m ov a' • c0 9 cw a aN mia EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION Q Outswing configurallon 4 Outswing configuration see general notes, sheet 1 see general notes, sheet I for'NVHT water infiltration for'HvHT' water Infiltration requirements requmments c0 m C 14 0 3d 19 Ck: Ln 0o zo Ln G SLUO W 0] U S yN K U 0: K a O a mTc. 02 24/ 12 scut: N.T.S. DWG. er• JK cwc ar IFS DRAWNG NO FL-15036.6 SHUT 4 OF 7 MASONRY OPENING I 2X BUCK D TYP. HEAD 6 JAMBS L V IT Q BUCK ANCHORING STRIKEJAMS For DP <= 48 PSF MASONRY OPENING FRAME 2X BUCK I L to TYP. HEAD — 3 JAMBS O h D MASONRY J TYP. HEAD 3 OPENING & JAMBS r, 1 2X BUCK r FRAMEANCHORING HINGEJAMB Masonry 2X buck construction for DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge distance to 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 EDGE. TO'ADJACENT. =. ANCHOR. ITW 1/4" 1.1/4" 2" 4" TAPCONo ELCO U 1/4" 1-1/4" 1" 4" ULTRACON 1. Molntain o min4num S/8" edge d6fance. 1"end distance, i 1 • o C. soackg of wood screws to prevent the spitting of wood. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF Zo y J OOb Z 0 m 0 torr n t I l O N Z n oCE uz ozimu w o o 9 p o afaaMASONRY OPENING TYP. HEAD aJAMBS g, E `o z ja NZ OU FRAME Cc Lk: fS rr 0 O Zo QV m W p 2X BUCK F we vW o I O yy a mm LATCH A DEADSOLT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL r: 02124112 ac. N. T S BY JK C. BY: LFS Im NO.. FL- 15036.6 IT _ L or % z z 2 E IEG OJ MASONRY _ OPENING T FRAME J TYP. HEAD 3 JAMBS IX BUCK F TYP. SILL STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the tamers may be adjusted to maintoln the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjolnts, addillonat 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 TO MASONRY TO ADJACENT TYPE EMBEDMENT EDGE- ANCHOR ITW 1/4• 1.1/4' 2' 4" TAICON IT 3/16- 1.1//' 3• 1.1/2' TAIC ON I wwunvo.. I. Maintain a minimum 5/8-edge distance. I"and distance. b I•o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB to J — MASONRY TYP. HEAD OPENING 3 JAMBS FRAME 0 1 X BUCK F TYP. SILL FRAME ANCHORING Masonry 1 X buck construction For DP > IB PSF and DP <= 75 PSF LATCH A DEADBOLT DETAIL HINGE DETAIL N o z Z y QAs-;s gO n zU NOEz mz AE7sammda0cz 3a U on mO M U p U I ut Z Z Kp UIVU i UZ> a0 o ul0a O ti a a N T.S. BY: JK m C. BY LFS 3 xwc No. FL- 15036.6 N a rr 6 or 7 N G A,- h Z u E mm . 19 20 HEAD f SIDE a° i m d a L Jamb d Sgg 3E3 Z Ci 8 N: 1-- 2.20' L O n am a 71 LUMP fACE THRESHOLD LOW P Of ifci W y o m Jo2m0 00 5.75 Nr- L_ N Nr tl NZ W W o_ J3 SEIf ADJUSTING SADDLE THREHOLD eo or 00 I" 1.56' 0 236' vi z T R rv_O D Z U L - as 02 2 12 0 u•. U. N.T.S. o DwG BY' JK m 39 HIGH WATER DAM THRESHOLD cw. BY. LFS ; DUwNG NO.: N FL-15036.6 0 N SHEET % OF 7 0 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2XBUCKSG>=0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16' X 3-1/4" PFH RW CONCRETE SCREW STEEL H 114" x 3-1/4" PFH RW CONCRETE SCREW STEEL I 1/4" X 2-1/4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4' PFH fTW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-1 /2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT) STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4"PFH WOOD SCREW (HINGE TO FRAMES STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN; .125' MIN. THK. FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (MIN.) = 6,000 PSI FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft' Exterior Exterior Door 118 Industrial Dr. Fiberglass Door wl 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. A a SGHi G 00'° e Lyndon F. Schmidt, P.E. v F• : .. >>o0cPiss.. / 0010 Signed &Sealed by 000Lyndon F. Schmidt, P.E. No 43409 14 o it i/--- b Lyndon F. Schmidt, P.E. OSTATE OF .: FL PE No. 43409 G R ` tee`' 10/16/2017 i,°°S e()pN A s IHERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON-IMPACI°r, 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 fated 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 d R301.2.1.2. 5. For 2x stud homing 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 A item #39 under active doors and all sills used under sidefites meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurotions using sill items #31 d #33 under the active door do not meet the water Infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHT') only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of conoov or overhona to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations• design pressures 3 general notes Door panel detailsMSidelitepaneldetails 6 Glazing deta9Horizontalcrosssections Vertical cross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction 8 1 Frame anchoring - 1 X buck masonry construction 9 1801 of Materials d Components vf 53.13" MAX. OVERALL WIDTH O Z Z3 i O rr O w_ x = LL LL w 0 Li P a e IL * N 2 Z zo zo U d o U Z. c S L OnNn9qrn. maaa O E o z I o 1 OVERALL SWING - FRAME-.- . DIMENSION DESIGN PRESSURE (PSI)- WRHOUTSURFACE_.= . BOLTS WRHSURFACE'-- BOLTS POSITIVE NEGATIVE POSMVE 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 ac. N.T.S. I er: JK C. BY: LFS Lw G NO.: FL- 15036 7 IT _ L or 9 z z f 2 EXTERIOR 42 - i¢dO, dm o n i g 0 Q Z OEm INTERIOR 46 N [ `° 5 and c aN ma(ks° r HORIZONTAL CROSS SECTION $ EEg 0 Z 36.0' MAX. 2 O S 3a DOOR PANEL WIDTH 2 LnJ 2 x c o 0 EXTERIOR INTERIOR cU W a 4.11" m o ru 3 1.48' y 0 ' o O o LI 0Iwto n o c^o L T 1 m a o e i r L O 42 IOP RAIL IATCH STILE to N N fV V) Z P W W O 1.49 C k' 1.48' 4D DOOR PANEL 4,110113 `. Clamc uafl e- J NOTE WOOD DOOR COMPONENTS: OAK (5G >= 0.67) LI L'J LJ - "' ` t'` _ u WL 021241 12 i M HINGE STILE ES BOTTOM RAIL ^ scat. N.T.S. r2_, VERTICAL CROSS SECTION ! S.14EEr BY: dK m 2 BY: LFS ? NG NO L-15036.7 a N 2 OF J 0 13.7 PANT 7. D.L 50 51Df1lTE I NEL NOTE: WOOD SIDEIITE COMPONENTS: FINE ISG >-0.421 NOTE: 1. Spacing for item It 18 & #29 (life frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION MIN. ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR L S T SIDEUTE TOP A ETM. RaE c- ci •cc GT GLAZING DETAIL 5 hwlatI gloss w/ Pvc Gte home MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR 04 in yn N z° 0 O Nr'• y i °i n IIII11*II TT LA _M o a m d UN •; sl gs" ;_ as maidN7 O E oZ 3a INTERIOR L VERTICAL CROSS SECTION 3 V) ona tua 0 0 W i L gu3m w W^ L U m uI a C? o Vn 0 a MEN[ n I w Q o_o N Z E 02124112 ILT+ N.T.S. r s. er. JK ° n: LFS 3 w.Wc No ° FL-15036.7 C n 3 or 9 G E 2 1 1 2 1-1/4 MIN. ``............, 6 6 5 5 EMB. (TYP.) p: ':i NSEENOTE1 C A • o. Q , v. M 14 50 D 20 INTERIOR 1 4®® : v% Z 4; n J t v / \\\\ m G 8 r/1*I 111 U N •• Z v • 21 • n t ' _Z no 0407 08 ui 9moaINTERIOR n ^ a a `a L o 3 E. `_ EXTERIOR 1 $ E o 4 2 a5 4 , a 4 0.15" 44 C'SINK 17 o0 2 C mP•I yJ EXTERIOR 10 H o B d 9 10N J H w v xo1HORIZONTALCROSSSECTION D 61 1 HORIZONTAL CROSS SECTION m EMB. (IYP.) 5 4 Outswing shown - inswnng 4 Shown w/1 X sub -buck also approved 5 4 3 3 4 5 o 6 6 6 5 5 S 1.1/4' MIN. E EMB. (TYP.) a a z INTERIOR EXTERIOR o 1S C 0 m NOTE: CSINK i 14 20 0.15, I. The sidefile is direct set into the ZO 0.15" gyp) L In LO M 11 C'SINK jamb with (12) item NM 1#8 X 7' C'SINK TYP.) PFH wood screw). There are (4) P•) 20 N $ at each vertical jamb from the Lntodownat13.5", 31". 48.5" 8 Z 8 66". M 8 8 W W o n Ln t 50 40 7 a 7 40 7 INTERIOR r o o 50 ` e C B M •• e a^< SEE NOTE I i SEE NOTE 1 M • Z u F M 27 11 14 EXTERIOR 10 K a E 02124112 27 40 10 s N.T.S. 9 z EXTERIOR INTERIOR 9 B M e* JK o EE CHK. ft LFS HORIZONTAL CROSS SECTION r 4 HORIZONTAL CROSS SECTION 30 HORIZONTAL CROSS SECTION DRANWD NO.: N 4 Oulswing configuration q Inswing configuration q Outswing shown - Insw ng FL-15036.7 CO approved sNm 4 of 9 N 3. 0 o a a U19 t,> - EXTERIOR INTERIOR u At 62 60 61 1 VERTICAL CROSS SECTION j Outswing shwon - Inswing Gr cd also approved is, sheet I infiltration 61 v; 624—..' EO. INTE• • 2 VERTICAL CROSS SECTION j Shown w/1Xsub-buck requirements w•. Z 00ggzg., N h till 1% 1 m V ,. zo e o1 V, c4i Egco 9o• a cwa zo md`ao 4 Z. Q: O Enz G m z uwi O Um U o0 0 a n j i in a W i b Q F a N — Z u c 02124112 Of e N.T.S. o 3 IN. JK m BY: LFS ; me No an FL-15036.7 a n 5 or 9 n Q M y?a oU SEE NOTE I INTERIOR i"`IJ"`. EXTERIO 1 VERTICAL CROSS SECTION 6 Outsw ng shown - inswtng also opprovecl INTERIOR EXTERIOR SEE NOTE 1(yl z Y m EXTERIOR SEE NOTE 1 C 1 z i mf J In o_ ZK ..." 11 o L) Z C19 N _S G , G 4 ' . • . , G 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIOR 5 VERTICAL CROSS SECTION 6) Outswing configuration SEE NOTE 1 INTERIOR EXTERIO K21 VERTICAL CROSS SECTION J Shown w/1Xsub-buck p& n zQ'ip, m Z 11 yyy Ef fill V 0coZ 0 0 oio moEm S 9 N N L m maa E 4 ` p CC\ a NOTE: 1. Anchors oss'y thru head and Sill at a" in from each corner end. r 4 , VERTICAL CROSS SECTION 6 Inswing configuration DATE- 02 24112 SCAM NJ S. DWG By JK CHK. BY: LFS DRAWING NO.. FL-15036 7 SHEET _L OF 9 MASONRY J TYP, HEAD OPENING S JAMBS MULLION SHOWN FOR REFERENCE 2X BUCK ONLY SUCKANCHORING CONCRETE ANCHOR NOTES: I, Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Ti 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors c 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 I e 1/4" 1 ;/4".. 2' 4" TAPCON ELCO c 1 4" 1.1/4' 1" 4" ULTRACON T 0 3/16" 1.1/4" 3" 1.1/2" TAPCON VVLJJI.RC" IIVJIHLL IIVI•I I VILJ. 1. Maintain a minimum 5/8" edge distance, 1"end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. 3' - l MASONRY 1 OPENING STRIKE JAMS LATCH i DEADSOLTDLTAIL FRAME 2X 4- SEE DETAIL I to TYP. HEAD JAMBS TYP. _ f OF to 0 TYP. - ^ d U.2, I I SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction L OUTSWING INSWING 63 DETAIL 1 Attach surface bolt strike plate to Name OUTSWING as shown (Outswing) INSWING 65 66 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 4,0 In q O oJQ1i N: Z* goy= m rr I I11 1` z dm d U r) _ yjV g v az oz E a m o u gdoa mNi a: IL to la o = 0 cUd NZ310 U 2V to 0: 0 Ln O VO 1 Ln U m W 3 WpWm N O j O ]c YUVO a a mm a HINGE JAMS 63 64 DETAIL I Attach surface bolt strike plate to frame as shown (Inswing) 64 z T DETAIL 2 Attach surface bolt strike plate at the threshold Iing) HINGE DETAIL ILL N.T.S. Lrr JK L or. LFS MNG No.. FL-15036.7 m 7 or 9 3 4. OUTSWING = "' I 0 1 INSWING *• i ro 4r:y0 3^ SEE DETAIL 1 — %'•., ;,g. _ ^ h M OUTSWING f Iss cos n m i o a z{ TYP. HEAD d27 l INSWING \ o g c s 9 m °c w CY MASONRY JAMBS VOPENING a '` 6 LATCH i DEADBOLT DETAIL sa X 3adcLi TYP. v Y 9 Mz n fn FI m g L o '_` T FRAME cj 10 o O fy ZZ IS, 10 s m rEoOU lA U O i O 3 1 X BUCK HINGE DETAIL aE _ Z ( F 67 63 ( n TYP. N ( SILL m 4 4 V _ 00 V V) 6=164d W W 064 in SEE DETAIL 2 DETAIL I DETAIL I e &n 4 STRIKE JAMB HINGE JAMB Attach surface bolt Attach surface bolt 22 e FRAME ANCHORING strike plate to frame strike plate to frameCONCRETEANCHORNOTES: ( ng) as shown (Inswing) Masonry 1 X buck construction as shown Outsv 1. Concrete anchor locations at the comers maybe adjusietl to maintain the min. o edge distance to mortorjolnfs. 65 66 7' g 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to h c o maintain the min. edge distance to mortarjoints. additional concrete anchors c may be required to ensure the "MAX. ON CENTER" dunension are not exceeded. o3. Concrete anchor table: nz N Z u° f 63 ate. 02124112 vITIN sr: N.T.S. e 63 on. By JK ' a DETAIL I DETAIL 2 KKK. BY, LFS 3 Attach surface bolt Attach surface bolt OPAVIM NO WOOD SCREW INSTA"TION NOTES: stoke plate at the threshold strike plate at the threshold N b 1. Maintain a minimum 5/B" edge distance. 1"end distance, d l' o.c. spacing of (Outswing) (Inswing) FL— 15036. 7 o wood screws to prevent the spfifting of wood. y 8 or g n 0 ANCHOR: ANCHOR MIN.- ' MIN: CLEARANCE' MIN. CLEARANCE TYPE" SIIE. EMBEDMENT iOAAASONRY.-" i0i1DJACEM". ANCHOR° EDGE - TAPCON fTW iAPCON 3/1d" 1.1l4" Y 1.1/2" 01 L h w( Q z 0 - d m N it U N •• Z_ G InEamo N g`oi 9p`oaamn7cm co r maa c C ooZ a Cr tn O n xO W N J z m a s G TW 0 pVm c I o m 0 3 n E_ 12m z U 4 1- n NttN y ! 2.20^ --1 W W O N 2.1Z I iE ui rn m of i ff I O O 2.36" --I I 12 w HEAD i SIDE F- 4.63" a Q. a 19 20 Jamb 31 SUMP FACE THRESHOLD LOW /ROFIIE z16OUTSWINGSIDEUTESpacer 4.56" 2'S 2.I1 v 2.36' 2.1 1.6Ei 5.75 1 0 ^ o 1.69' Z T h 1 DATE: 02/24/12 Cl! L 6 P ScuF N.T.S. L&LL 0.53" --i - - —I I— .sa owc. er. JK T r cam. n. LFS E } INSWING SIDEUTE 39 HIG WATERDAM THRESHOLD 23 PLASTIC UP UTE FRAME IS Spacer 26 CSTIC UP LIIE FRAME T 33 SELF ADJUSTING SADDLE THREHOID owFL Ho.: SMC FL-15036.7 SHEET 9 m• 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LIFE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SI R W R W Building Consultants, Inc. 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 Cenificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w! Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items 931 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) c, J,ttiat rt fa;Cfo Lyndon F. Schmidt, P.E. 3. Calculations Prepared by co S • 10 tiR,p Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o` '.'G F•N S ;• otyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. `" i ti tto 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Manageme& fi G Institute, certifying that Therma Tru Corporation is manufacturing products -0 within a quality assurance program that complies with ISO/IEC 17020 and ` '. ST:-:r'T 7i= Lyndon F. Schmidt, P.E. Y Guide 53. !.,n'. Al tr •= U FL PE No. 43409 10/16/2017 Sheet 1 of 1 Q •-`... ,3 a Q i ;, p°aea>:c erecx. THERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES f. 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 fisted 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 and ail sills used under siderites meet water infiltration requirements for'HVHZ". 8. Inswing configurations and outswing configurations using sill items 431 B. #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZj 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 CONTENTS SHEET # DESCRIPTION I Typical elevations. design pressures 3 general notes 2 Door panel details 3 Sidelite panel details 6 Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X tuck mosonry construction g Frame anchoring - 1 X buck masonry construction 9 Bill of Materials d Components 68.5"MAX. OVERALL WIDTH O O Z 3 Z O 0 m O x w w x w 0 0 i b P lY' Z dm y cpn y •' N n 1111r y 0 0 C UN.._ y o U 0 Z{ C Ea z m 0a oa o a NY ma`L a 4 C= E oil SW_ING -_ OVERALL--' FRAME - - DIMENSION t DESIGN_PRESSURE (PSF) -- WfTHOUT 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 W S2 O W Zz o0 ao zw rut, Q oz J U m Ad W 0 W V1 n Cr Ixo w O a a a E. 0212411 E N.T.S. By JK 9r LFS WM NO: FL-15036.8 n 1 or 9 z a 2 E 41 i m o EXTERIOR N a pa•Z' 26 V4 U N •: INTERIOR 46 $ 9 i o aNLrrifimaa li 0 1 HORIZONTAL CROSS SECTION gog E o = 36.0• MAX. DOOR PANEL WIDTH , 2 o 00 R A J W EXTERIOR INTERIOR 0 0 O B mUm mUm C] 0 e 4 4 O 2 42 i0P RAIL LATCH STILE o 0NN z W W O 41 I Rn O O 1.49 It! P — .30 (L a z 40 DOOR /ANEL —TGOisk i P Ll l J L-J O a NOTE: WOOD DOOR COMPONENTS: OAK ISG >= 0.67) r cz II u wrE:02124172 ? 14 HINGE STILE 4S BOTTOM RAIL Soul N. T 5 2 VERTICAL CROSS SECTION DWG BY: JK m 2 cm. BY. LFS ; DRAWING ND: a FL-15036.8 0 SHEET _L Or 9 p 13.7 PANI 7. DA 3 SD SIDEl1TE PANEL0 NOTE: WOOD SIDEiITE COMPONENTS: PINE (SG — 0.421 Z NOTE: I. Spacing for item N 18 d #29 (lite frame screws( is as follows: From the bottom up on sides: 6.5". wilh 2 (7( more spaced at 9.88" D.C. there are (2) screws both top and bottom 2.13" in from each comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION c M ee MIN ASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR Llrr/-fir-/'•-/-•/rI 1- C r- SI SIDELfrE TOP IL BThLRai G1 GLAZING DETAIL5insulatedgloss w/ Pvc ate home MIN. SS THK. t /s" TEMPERED GLASS EXTERIOR AIR SPACE 1/8" TEMPERED GLASS A; U m i*.OZ t ON o an m i 51 UN •; a X, Em K M 00 g ti 9 oa mda a O C 4 oZ INTERIOR 2 VERTICAL CROSS SECTION 3 asTE 02124112 suss N.T.S. owG. er: JK aos BY. LFS DRAwwG NO.: FL-15036.8 sHEEr -L of 9 el 1.1/t" MIN. 8 EMB. (TYP.) 3 50 M S SEE NOTE 1 1-1/1"MIN. \``\\\\ 2 1 1 2 EMB. (TYP.) `` SEE NOTE I J n D M 14 50 D 11 E =Vc 11 INTERIOR 1,111 4 INTERIOR NOTE 1 M 14V, Z ~`'.' o n z Oonz ozZci Nn! 7pcarM a:IL 3_ ` EXTERIOR 4 EXTERIOR ' _ ; o? 20 4 ,e SO ' a e 4 O. ts 4 J . o C' SINK 17 oo z l FYP•) 20 C A ^ j ow NLO WV w OH 611 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4 Outswing shown - inswing 4 Shown w/IX sub -buck also approved 5 4 3 3 4 5 I o 6 6 6 5 5 5 NOTE: g I. The sidelite is direct set into the jamb a a with ( 12) item HM (N8 X 7' PFH wood screw). There are (4) at each vertical m jamb from the top down at 13.5". 31", 485" S66" mm US, 0.15' F— C'SINK C'SINK —I PP.) ( TYP•) r INTERIOR SEE NOTE I 8 47 40 EXTERIOR 10 12 SEE NOTE 9 10 2 HORIZONTAL CROSS SEC17ON 3 __ HORIZONTAL CROSS SECTION 4 Outswing configuration q Outswing configuration 0. 15" C' SINK TYP.) XTERIOR SEE NOTE I WE 02124112 i JTERIOR 10 12 14 11 snu: N.T.S. `. BY' JK d 9 10 CNK BY: LFS 3 4 HORIZONTAL CROSS SECTION r5-'\ HORIZONTAL CROSS SECTION DRAMND NO.: D q Inswing configuration q Inswing configuration FL-15036.8 s— 4 or 9 a 61 62 INTERIOR EXTERIOR 61 62 2 VERTICAL CROSS SECTION Shown wn x sub -buck see general notes, sheet 1 for'HVHi water infiltration requirements V N O in gyp IK r II I 1tV 2 0 Co 0 g z oEto N u 90 o. amm s 0Z s z o 0 fry Ln at y0 o m < U KO a r 02124112 LE: N. T. S. BY. JK C. By, LFS w G NO.: FL-15036.8 TT 5 or 9 50 IN y z a SEE NOTE I ? J INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also opproved INTERIOR EXTERIOR EXTERIOR SEE NOTE 1 C 1 Z d f m SEE NOTE 1 M 50 In Z _ a. 11 0U I za 19 N 4 a 31 VERTICAL CROSS SECTION 6 Outswing configuration INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing conrguration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck N: z sY••• r 6J • m n i •. g o o m O n m 6 117 y O U' OZl ly g t m ID 56 o a rc V1i aa`m c u. 0 ga EE o Z ( O 8 3i v1 NOTE: 1. Anchors ass'y thfu head and sill of 4" in from each corner end. 4 1 VERTICAL CROSS SECTION j Inswing configuration GATE. 02124112 = SME- N T.S. DWG or. JK cNK. er: LFSDRA"GNO, 3 N FL- 15036.8 0 sNEEf 6 or 9 N p j n I I I III I I I I =N z 0^ SEE DETAIL 1 gJ r e p L /// ••'• ..\\ J j p D TYP. HEADS 'rrrrr t Iss s\\ N o i1ONRYMASTYP. HEAD MASONRY JAMBS v a = { OPENING S JAMBS OPENING o c= 0 SEE NOTE 1 $ `v N$ a° O a maa w MULLION 1 FRAME M TYP. o v° Z a 2X BUCK SHOWN FOR d ti _ _ ^ u xREFERENCE — O No ONLY 2X BUCK F TYP. — p moo SILL 1 J w> ILL aII1I O y4 SEE DETAIL 2 g mm UU a a BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Masonry 2X buck construction m L 63 4 4 00NN zWP., CONCRETE ANCHOR NOTES: o 28 0 I. Concrete anchor locations at the comers may be adjusted to maintain the min. V Zi edge distance to mortarjoints. M OUTSWING 63F9 0 o a:2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to INSWING DETAIL I DETAIL I k k maintain the min. edge distance to mortar joints, additional concrete anchors Attach surface bolt Attach surface bolt 12 0 0 may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. stoke plate to frame stoke plate to frame 10 > > 3. Concrete anchor table: as shown (Outswing) as shown (Inswing) - N OUTSWING 65 66 64 10 . a 0 0_ a L INSWING — _ _ o a 27 N Z u DATE: 02124112 i 63 N.T.S. ° LATCH LDEADBOLTDETAIL 63 HINGE DETAIL owe BYJK m MDETAIL 2 DETAIL 2 aa. n' LFS rTAPCON' Attach surface bolt Attach surface bolt uaAwac NO m WOOD SCREW INSTALLATION NOTES: " shake plate at the threshold stoke plate at the threshold FL-15036.8 I. Maintain a minimum 5/8" edge distance, I"end distance, S 1"o.c. spacing of (Outswing) (Inswing)o wood screws to prevent the splitting of wood. " swEET 7 or 9 0 ANCHOR.' ANCHOR MIN. MIN.'CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0' h1ASONRY : i0 ADJACENT EDGE ANCHOR ITW o 1/4" 1.1/4" Y 4" TAPCON ELCO o 1/4" 4" TRACON ITW 3/ 16"1.1/4"3" 1-1/2- o T C MASONRY) OPENING FRAME IX BUCK , SEE DETAIL I TYP. HEAD 3 JAMBS m TYP. Z I — F TYP. y SILL I Y JJJ - I I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: MOSOnry 1 X buck CORSinICilOn 1. Concrete anchor locations at the comers may be adjusted to maintain the min. S edge distance to modarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to modar Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR I MIN. . MIN. CLEARANCE MIN. CLEARANCE TYPE =' SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE-' ANCHOR' ITW 1/4- 11/4' 2' 4" TAICON ITW TAICON* 3/16- 1-1/4- 3- 1. Maintain o minMum 5/B' edge distance. I' end distance. d 1' o.c. spacing of wood screws to prevent the spotting o! wood. I HINGE JAMB 28 M OUTSWING INSWING M OUTSWING INSWING27LIL LATCH A DEADBOLT DETAIL N. dz4''.yQ mn Y11 n O .. E 5 sti in 4 ms • m aan c 4 z d 3n Y j2 Ix m1 U I ut 2 qx m =U W UZZ a0 OI 0 HIRGFDETAIL - 67 63 ti m LOm A N N V1 63 64 as 0 is n DETAIL I DETAIL I o o Attach surface bolt Attach surface bolt W Wstrikeplatetoframestnkeplatetoframe as shown (Outswing) as shown (Inswing( a 65 66 64 T~ o0 N-ZW DATE 02124112 63 SCALE N.T.S. 63 OWG. BY. JK DETAIL 2 DETAIL 2 C K. BY: LFS Attach surface bolt Attach surface bolt oruwo- G NO.: stoke plate of the threshold stoke plate at the threshold FL-150 i6.8 Outswing) (Inswing( sHM 8 OF g BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X1-3/4"ITWCONCRETESCREW STEEL 29 8-10X1-1/2"PLASCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1/4" X 3-3/4"PFH RV4 CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X 2"PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-1 /2" PFH WOOD SCREW 1.1 S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .09T' THK STEEL 43 LATCH STILE WOOD 10 10 X 3/4"PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X 1-3l4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY( POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL -SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP S BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/2" SURFACE BOLT SPACER STEEL 18 6-18 X 1-3l4"PFH SCREW STEEL 61 IVES SURFACE BOLT #454 8.0" L. X .2S' THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1 /420 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 ITW CONCRETE SCREW STEEL 4.56' 66 3/16" X 2-3/4"PFH ITYV CONCRETE SCREW STEEL 67 3l16" X 3-3/4"PFH RIN CONCRETE SCREW STEEL MATERIAL 49, Vl N Fi' * O o aCGin i `\\ N > ri m lll*1 11\ `` OO n CO i0n •• a 0 G Z n [ __ m V g z0 9 2 W ry [ uY p Da V rds Ni maa`2 0 JS E nz a 41 o < O W W u ¢z m a L-8ce W 7 ogmJ z mo o0 3 a E_ 12 Tm z In N Nr r z Ln I I-- 2.2D" —{ W W O_ II I I oo 0 1 2.36" Ti I 19 yp HEAD i SIDE -T F- 4.63" i Jamb - OUTSWING SIDEUTE216 LUMP FACE THRESHOLD LOW PROFILE = - 4.56" 259' Spacer 2.15" e = 0 2.36' I r---1.68" 1.68" o- 0 g I 2.14" II II e F 69' S.7S' LDArE 02124112 Oz i o 1 _ v SutE• N.T.S. T Ew1 L o• - -- i --- s3" DWG Ff. F m 0.53' --i I-- r ' • ` " cxK. m. LFS ; u 1 DRAMG NO.. p HIGH WATER DAM THRESHOLD PLASTIC UP LITE FRAME INSWING SIDELITE /IASiIC UP UTE FRAME N 39 13 SMC TS Spacer 26 pyC Ln SELF ADJUSTING SADDIf THREHOLD FL-15036.8 0 NcSHEET9OF9r, R W R W Building Consultants, Inc. BConsulting and Engineering Services for die Building Industry C P.O. Box 230 Valrico, FL 33595 Pltone 813.659 9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) G.CPDff8po Lyndon F. Schmidt, P.E. Quality Assurance 0`...... r -1aa e Certificate of Participation issued by National Accreditation and o •.•L. ,,: •, s' Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies t with ISO/IEC 17020 and Guide 53. _ •; -- G " +?- a S•: L!Lyndon F. Schmidt, P.E. a FL PE No. 43409 t I ` •%-;,i'h6ao 10/16/2017 Sheet 1 of 1 ?, .,,; ..•` ..`.•,q> Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by 8 z f E G THERMARTRU` DOORS Classic -Craft° FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shot] be beyond wall dressing or stucco. 3. When used in the'14VHT this product a 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 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 meet water infiltration requirements for'1HVHP. 8. Inswing configurations and outswing configurations using sill items #31 S #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHTl only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle hetween the edge of canoov or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical Cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - 1 X buck masonry construction 8 Astragal details 9 BPI of Materials & Components 74.5 MAX. OVERALL FRAME WIDTH - N Lz z 3 3 z O m U x O 0 O fn a L Lo lit SWING OVERALL-- FRAME DIMENSION DESIGNPRESSURE'(PSF) ----'- _ WITHOUT SURFACE :. BOLTS_ WITH SURFACE' -_ BOLTS POSITIVE' - 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 60.0 fJi ' n YY• rat QQ ice„ 6J urn onU•: r$ 9m00. d 0 aa maafp 0 Eo= 3a z k' Up WZXpJO a ec n FwU 0: M Wv 3 43 CO En DI En a F W o a a r:02124112 u. N. T. S. e+'. JK rr LFS G NO: FL-15036.9 rr 1 or 9 O; J.ci EXTERIOR 42 : p z e Lnn43 44 > O n 0 Z i... - ofN n V Z O z 0 INTERIOR 46 N[ mg 96 L a m i co a. e CEo° 1 HORIZONTAL CROSS SECTION Zo cw ( 36.Li' MAX. 2 3d DOOR N PANEL WIDTH 2LL o O Y Ed EXTERIOR INTERIOR W ys a 4.11' ` mLD10 L f- 1.48' -1 0V yZZ 10 Z O 9 x O v O e 4Y TOP RAIL 4J LATCH STIIf V O 1.4Y d DOOR PANEL I = Classic aoH • , e a NOTE: WOOD DOOR COMPONENTS: OAK ISG>= 0.671 13-1 T o O a r, N Z U z DATE: 02124112 z HINGESTiIf 45 BOITOMRAIL SML N.T.S. 2 VERTICAL CROSS SECTION owc BY X m 2 cm a. LFS ; E OPA-iNG NO.: N FL-15036.9 c N SHEET _L of 9 16 1 2 1-1/4•MIN., ='- n fir' 4 4 EMB. (TYP.) : $ A _U. iSp:Qn 20 C N tj Ziny.. > >' m D /Iflll III U n . Z 8 u Ni 21 40 7 0' 8 'q 9 6 o as INTERIOR ' ' "v 'm a 0. ate ggm O 3 2 0 0 3 . D ZS a 3 3 17 4 3 D m.0 z EXTERIOR 10 H 'n WU i Cxlai61E , uW 20 4 HORIZONTAL CROSS SECTION 7 U 1-1/4-MIN. 3 4 5 3 Shown w/1Xsub-buck 1.1/4'MIN. LI K V Fl4B. (T (P.) 4 4 4 FIv1B. (TYP.) 0 E C 0.15 0.15" C p a a o •' FSINKCCSINKL (TYP,) (TYP,) I L u u 20 V 8 N N 8 , n V 7 1 8 40 7 ° S$ N C INTERIOR 7 INTERIOR 00 CISs G ° W O LL K 10 EXTERIOR 13 EXTERIOR 10 K N- z 40 40 1p :02124112 Farz810 9 8 soot: N. T.S. L 27 9 s E E owc. m JK aK er' LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION OMMwG No.: 3 Outsving shown - inswing 3 Outswing shown - Inswing 3 Outswtng shown - inswing FL-15036.9 also approved also approved also approved sNrn 3 OF 9 G z z s 2 E 5 0 Iftihbq-qlw 64 63 POISON' momm; A M— IF EXTERIOR INTERIOR TERIOR INTERIOR EXTERIOR 61 62 II. r Shown w/lX sub -buck l L _ I' © 0 61 FPl*P EXTERIOR INTERIORINTERIOR see general riotes, sheet I for'HVHr Water Inf0tration ti see general n0 es, sheet I see general no es, sheet 1 tor'HVHr water infiltration for NVHr water infdtmtlon requirements requirements i ZIngton z n m z a N fpV o2 cLim 9C3 c ma:CLis Y oo € = m Fo AL N.T.S. s• BY: JK BY. LFS 0 NO FL-15036.9 er 4 or 9 R 2 E a 4" g O4" Al J'J.i Sri zz iinipf R m z Z e Z O to TYP. HEAD c w JAMBS o i m a (LMASONRYTs OPENING u Z yo a o tt z ASTRAGAL Zo 0 SHOWN FOR zcs REFERENCE m ONLY 2X BUCK Co KUO Td o a co. m U mUto 66 N N W W toL ZEin h SOS O O CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. RUCK ANCHORING c edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors w " may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. e. 3. Concrete anchor table: i TO MASONRY TO ADJACENT 4 7.5" SEE DETAIL l "1" MASONRY — TYP. HEAD OPENING S JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY — O 2X BUCK PSEEDETAILFTY— 7 I SILL I I 1 1 1 I I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF LI rP ASTRAGAL STRIKE JAMS 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 fhe min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO'ADJACENT EDGE. ANCHOR . IIYJ 1/4- 1.1/4" r 4" TAPCONc ITW TAPCON° 3/16" 1.1/4" 3" 1-1/2' WVVU3t-KCW IN.3IALLAIIVN NV1C): I. Maintain a minimum 5/B" edge distance. 1' end distance. d. I"o.c. spacing of wood screws to prevent the spatting of wood. 7.7 i •'•., o 0 0 L SEE DETAIL — '' rrrr # 1 ss ```` z 3 z MASONRY TYP. HEAD y 9 a $' i OPENING FdJAMBS — 1 ^ u S 9 a` o a I ma ASTRAGAL a '` SHOWN FOR — 8 " a Z FRAME REFERENCE n Li ONLY N COm 2X BUCK — to g N> SEE DETAIL I SILL — 1 Zz 1 N "2 m =U j O OO FRAME ANCHORING a a HINGE JAMS Masonry 2X buck construction r mforDP > 48 PSF and DP <= 6OPSF I/ f mm 2 L 2 63 IL leff 63 L 64 DETAIL t DETAIL I Attach astragaVsuAace bolt Attach astrogal/surface bolt strike placies to frame strike plates to frome as shown (Outswtrg) as shown (Inswing) 63 65 66 64 63 DEAIL I DETAIL 2 Attach surface bolf Attach surface bolt strike plate of the threshold stnke plate at the threshold Ouls`•s'Ing) (Inswing) 28 I L I L 27 LATCH DEADSOLTDETAIL HINGE DETAIL N ^ Z L e 02124112 i U- N.T.S. ` ry. JK ry.- LFS 3 wwC up. u FL-15036.9 c rr 6 or 9 a 1 7.57 I I I to SEE DETAIL 1" MASONRY — TYP, HEAD OPENING & JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY — UO Ix sucK F SEE DETAIL TYP, T SILL I — 1 I I I I I 1 FRAME ANCHORING Masonry 1 X buck construction for DP <= 48 PSF L6 rP ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjolnts. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR_ ANCHOR MIN.: MIN. CLEARANCE. MIN. CLEARANCE TYPE SIZE.: TO MASONRY- TO ADJACENT EMBEDMENT EDGE ANCHOR ITW . 1/4" 1.1/4" r 4" TAPCON ITW 3/16' 1.1/4' 3" TAPCOND 1. Maintain o minlmum 5/8"edge distance, 1" end distance, d I"o.c. spacing of wood screws to prevent the sprinting of wood. 7S SEE DETAIL MASONRY TYP. HEAD OPENING 6 JAMBS ASTRAGAL SHOWN FOR — FRAME REFERENCE ONLY _ U O I X BUCK F SEE DETAIL TYP. SILL = G 2 67 63 DETAIL I Attach asfrogd/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) A FRAME ANCHORING Masonry 1 X buck construction for DP > 48 PSF and DP <= 6OPSF 2 63 L 64 DETAIL I Attach ostragaVsurface bolt strike date to frame as shown Onswing) 1=:J 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) i_•I Q , n I Z l••• J; •c n J rr Iss Z m 6R : z N E O Z V 9m w c; 4 OC= 3 jZ a o: x u 1 M 3 7 = U W U a O a a HINGE JAMB LATCH i DEADBOLT DETAIL qr•• 15=4 Ot• jQ rM1°i N, uz i Y'• a1 6 mm nL ri U IN o °z0 95.25" N 0 9 00. o mafT 14.38" -j c 4 E o z c ni lv, I O 3 j3 TYP. LnJ 13 TYP TYP. 13 m gi32VYWW U N in U 0 OO E 4.Fm 3.25" U U 0.75" 1.91 0.15 ss N N W W Ln O SEE NOTE 1 3 I En w ii-0.06- $ o o UJ a Z) a0o CL I--0.13• n o 1 ASTRAGAL DETAIL oIT NOTE: z n° aE.02 2412 z 1. THE ASTRAGAL BOLT HAS A 3"THROW AT THE TOP AND SCALE: N.T.S. ° THE BOTTOM. owc BY: JK mo CHK BY: LFS ; E DRAW NG NO. R N FL.-75036.9 0 N SHEET _L OF O BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2 3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1 /4"PFH R\N CONCRETE SCREW STEEL H 1 /4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ff1V CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8 X 2-I /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME( STEEL 13 10 X I-1/2" PANHEAD SMS 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 Q• ••• ••''. W' N Y •. z :' Oj, panu o. n II LIT `, o n z 2.36' --i a Go E i Z '4 0 19 20 HEAD i SIDE m a ^ m a a lomb c 4 d E. cz a L F 700 ¢ II I fY0 wZi 4.63' —I i v) J ¢ o st m a 31 EUM FADE THRESHOLD LOW PROFILE o w W ov c Cl m J z m a SI 5.75 -- I a z um L Y 1 T N N IfV dd z SELF ADJUSTING SADDLE THREHOLD W WLn 00 4.56" [L cL c v gw a oDENSITY) ocli 0 Z Lamw*c 02 2a 12 z wu. N.T.S. 39 HIGH WATER DAM THRFSHOLD p1'0• '' JK 2 cwc n. LFS WUWM "a.: FL-15036.9 sticn 9 or 9 DEAD SIGNATURE SERIES PROFILE 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 Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation Classic -Craft" Exterior Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #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) LatyuaiJCD9grsre Lyndon F. Schmidt, P.E. 3. Calculations Prepared by vy r"''v )'!'-, Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA 49813)'.•'t' 4• ','.*Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. o a 4. Quality Assurance No 43409 Certificate of Participation issued by National Accreditation and Management .. Institute, certifying that Therma Tru Corporation is manufacturing products 'G % y ' 1Z within a quality assurance program that complies with ISO/IEC 17020 and : A i't_ Ci= •=,`rJ% Lyndon F. Schmidt, P.E. Guide 53. O FL PE No. 43409 10/16/20171Sheet1of1 i' :;. . ,0 ? j ia ° ad as R•`•'j° ` o Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 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 shol 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 comprres with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction• anchoring of these units shall be the some as that shown fort( buck masonry construction. 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item H39 under active doors and all sills used under sidefites meet water infitration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & 433 under the active door do not meet the water infiltration requirements for the'HVHr. Inswing units shall be installed (in the'HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEEP • DESCRIPTION 1 Typical elevations, design pressures a general notes 2 Door panel details 3 Sidelite 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 B Frame anchoring - 1 X buck masonry construction 9 Astragal details 10 Ul of Materials 3 Components I 105.5' MAX. OVERALL FRAME WIDTH El 13 O Ozzs: O E Mm (DdxxW A P P 0 SWING OVERALL FRAME = - DIMENSION.. POSITIVE. DESIGN PRESSURE (PSF) W[THOUT-SURFACE BOLTS WITH SURFACE' -' BOLTS_- _ - 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 1 +60.0 60.0 IMAM N.T.S. visa By. JK cmx. rrr: LFS FL- 15036.10 IEEr 1 or 10 41 4' n EXTERIOR 46 'k; r •, = o Q 6 0 UN Y D Z oz INTERIOR 46 N; g 9 a, a a tp d yv m d`a 4O 1 HORIZONTAL CROSS SECTION a E 0 Z 36.0' MAX. 3a DOOR PANEL WIDTH 2 2 _ o 00 t N W EXTERIOR INTERIOR 4.11' m 7 0 0 a a y Og •'T i_. L 8 0 2 12 iOP RAIL LA7CH STilf Ln UV N Z P W W _O 00 L 1.49, I!, D a i1,45 DOOR PANEL ^ n n 10 CbssktrmM L o Flz Y 111 U l l 1:.1 - a J NOTE WOOD DOOR COMPONENTS: OAK (SG>=0.67) ' - of C'•il- z13 DATE.- 02 24112 z adl HINGE STILE IS LOITOM RAIL scue N.T.S. ol VERTICAL CROSS SECTION Dwc. BY. dK m 2 cm BY. LFS 3 oft"c "0 • N FL-15036 10 n N sNen 2 oe in O 13.7. PANE 7. D.I. 50 SIDEIRE PANEL NOTE WOOD SIDaITE COMPONENTS: PINE [SG >= 0.421 NOTE: 1. Spacing for item X 18 d #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced of 9.88" O.C. there are (2) screws both top and bottom 2.13" In from each corner. EXTERIOR INTERIOR ORIIONTAL CROSS SECTION MIN. SS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR i i 1 L 51 SIDELLTE TOP i STM. Rai GI GLAZING DETAILSInstAatedglassW pvc fife frame MIN. SS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR LLB, l+n Z on z N •; v u oil Sl EP 9m. 0 g oaNOGLLItmaa C 4 E `o= v a a INTERIOR 2 VERTICAL CROSS SECTION 3 rz: 02124112 ALL N.T.S. 1G. fff. JK K. at. LFS wwo NO: FL- 15036.10 a 3 or LO SEE NOTE I INTERIOR EXTERIOR I 0.15" C'SINK TYP.) B C 1-1/4" MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) q Outnshown - inswing also asw ppg roved / 56 NOTE: I. The sidelife is direct set into the lamb with (12) Item #M (#8 X 2" PFH wood screw). There are (4) at each vertical Iamb from the top down of 13.5". 31", 48.5" 3 66". INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION q Outswing shown - inswing also approved 3 HORIZONTAL CROSS SECTION q Outswing configuration TOTE I INTERIOR EXTERIOR 1. 11r RAIN 5 HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck EXTERIOI INTERIOF tQ AV'•• o'; Jli n N d V''• z 0 zi dQ c a n rl 1ss o C m = UN•• v Z G Z G t EQm89 Cw a: m' aa` E = Eo 3a ul 4 HORIZONTAL CROSS SECTION j Inswing configuration wrE:02124112 sc r: N.T S. D-G eE. A cHx. IT: LFS DKM G NO, FL-15036 10 sHm 4 or 10 a 0 z a m W p 65 3 VERTICAL CROSS SECTION Outswing conf urotion see general notes. sheet 1 for'HVHP water infiltration requirements 4 EXTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for'HVHT Water infiltration requirements 2 VER17CAL CROSS SECTION 5 Shown w/IX sub -buck for' req tr, 7 n N•.j dz 0` a Pf1`` I 11 o °n m i U N •: n n E i 0 z chi Na"i u pgLp [ W uIL mda E m 4 0 aCW era ALE: N.T.S. c BY. JK a x. vr: LFS ? AWN° NO: ° FL— 15036.10 Cf 5 or 10 G SO M c V SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 PP(o ed Inswing INTERIOR EXTERIOR SEE NOTE I zcL: EXTERIOR SEE NOTE I C 1 z i f u to o: 11 cU z i 19 1 a a 3 VERTICAL CROSS SEC17ON 6 Outswing configuration INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/1Xsub-buck NOTE: 1. Anchors ass'y thru head and Sill at 4' in from each corner end tl 4 VERTICAL CROSS SECTION 6 Inswing configuration WAL N.T.S. M. W JK ca. or. LFS DRA-M ND. FL— 15036.10 SNCEI _L OF 10 D TYP. HEAD MASONRY L JAMBS OPENING 0 2X BUCK R STRAGAL AND MULUONS SHOWN FOR _ REFERENCE ONLY SUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to 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 EDGE TO ADJACENT ANCHOR ITW • 1/4" 1.1/4" 2" 4" TAPCON ELCO • 1/1" 1.1/4" 1" 4" ULTRACON ITW • 3/16" 1-1/4" 3' 1.1/2" TAPCON WUUU 3UKCI'1' IN3IALLAIIUN NVIC3: I. Maintain o minimum 5/8" edge distance, I"end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCKS ASTRAGAL STRIKE JAMS 2 L 63 DETAIL 1 Attach astragaVsurfaace bolt stoke plates to frme as shown (Ouhwing) 63 65 66 DETAIL 2 Attach surface bolt stoke plate at the threshold Outswing) X 6 I II I ETAIL t0 I I II I SEE D L I" TYP. HEAD tl JAMBS ASTRAGAL SHOWN FOR REFERENCE M Typ ONLY N F TYP. SILL I SEE DETAIL I I111 I I 11 M N. o °n m zo U I •: 3 O Y 2 { 0 0 9moa MR(L sly Z 3 3a N20 VUz 1 A Ln FRAME ANCHORING HINGE JAMS Masonry 2X tuck construction P 63 L 64 DETAIL I Attach oshoggoVsurface bolt stoke plates to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt stoke plate of the threshold Inswing) 28 I L l 27 LATCH i DEADIOLT DETAIL HINGE DETAIL scut. N.T.S. owc ffl: JK CHK ar LFS DRAWING NO.: FL— 15036.10 sKaT 7 of 10 2 E 0 3" 63• N z n i d m d a N •' Z 0 a U Z r r. F Ea z $ ea MASONRY g t g 9 0 W OPENING R' E n 5 4 i m m a a 4 LL 28 € 0 Ui In U FRAME i s mo 7p x= O co , v, ti 27 o L s m =>_ zz> m Q02 a1XBUCKtoLATCHiDEADBOLiDRA1L o 0 N C o. 9 coSILL 12 m10 10 NN V1ZWWO 0 HINGE JAMB e ASTRAGAL STRIKE JAMB FRAME ANCHORING 22 CONCRETE ANCHOR NOTES: Masonry IX buck construction HINGE DETAIL F 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 3 3 edge distance to mortar joints. > j 2. Concrete anchor locatons noted os AMX. ON CENTER"must be adjusted to G 67 2 maintain the min. edge distance to moHorjolnts, additional concrete anchors 64 113 65 66 2 63 - oCoLincreteberequiredtoensurethe 'MAX. ON CENTER" dimension are not exceeded. - o3. Concrete anchor table: o _ ez LTN Z U aTE 02 24112 = 63 sic N.T.S. 01563G34yowc. m. JK DETAIL 2 DETAIL 2 DETAIL I DETAIL 1 cm. By LFS 3 Attach surface bolt Attach surface bolt Attach astragaVsurface bolt Attach astragal/surface bolt unAMwc NoWOODSCREWINSTALLATIONNOTES: stoke plate at the threshold strike plate at the threshold strike plates to frame strike plafei t0 frame n I. Maintain a minimum 5B• edge distance, I • end distance. 6 I"o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) FL- 15036.10 0 wood screws to prevent the splitting of wood. SHEET 8 or 10 • 0 I- I II I II I II SEE DETAIL t" II I J TYP. HEAD b JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I l I I I I ANCHOR ANCHOR MIN.'= MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY i0 ADJACENT EDGE -•ANCHOR ITW • 1/4" 1.1/4• 2• TAPCON tTw TAPCON• 3/16" 1.1/1• 3• 1.1/T OK, O a-4- SEE NOTE 10os. ci 4 i-- w x T ASTRAGAL DETAIL 0. iS tin N''• G P i : ofyyN Z O co// 1 I111 U N: ogt° o U G Z CO9 0 mda cc° zo y3a I cr En OOO o 1 JG m WQ wu m a 4 KO wO: a NOTE: = 02 24 12 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALE. N.T.S. THE BOTTOM. DWG. Qr- JK GNc Br LFS DRAWWG NO: FL- 15036.10 OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780( STEEL B 2X BUCK SG >= 0.55 WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4"SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (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 1-3/4" R\N 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 ftw CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4" X 3J/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1 /2" PFH WOOD SCREW 1.IS' MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X 7' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1 /4" X 2-3/4"PFH ffW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN;. 125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Ty (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 TONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4"HINGE .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE 11 3/B" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL -SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 K 1-3/4"PFH WOOD SCREW STEEL 51 SIDELTE TOP &BOTTOM RAIL COMP. 13 10 X 1-1 /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .04(T' DIA. BRAD TRIM NAIL STEEL 60 1 /7' SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC bl IVES SURFACE BOLT k454 B.fT' L. X .25' THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1/4-20SEX BOLT W/ 114-20 FEMALE END X 1-3/4" L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 6-18 X 1-3/4"PFH SCREW STEEL 64 10 X 2-1/2" PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/16" X 2-3/4- PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4- PFH ITW CONCRETE SCREW STEEL a- n N ; 2—gym dm 60 N h JI 11111 `` z n z V N •; o V G Z { Ern zmoV a i - ci A 4 6z W N o s m wZQ m Ocgi0f tiW 7 OVm_ U mo o t a a m In 00NN zLn 00 O 1.56" I fn F= in 00 I TIIdFes— 2.36• I F- L63" I 20 HEAD i SIDE 16 OUAWING SIDELTE o u ,. FJamb 2 59" Spacer 1 SUMP FACE THRESHOLD LOW PROFHF 2.1 2.36' 4.56" I 1— 1 68' —1 J' .69" —1 I I ?. 61r --1 I 5.75 i DCTF- 02124112 0 suecl!. N.T.S._ 5 DWG By: ,Ix m L 06.53" i- r J --i 1—.53" cmK er LFS 3 HIGH WATER DAM THRESHOLD 23 PLASTIC UP UTE FRAME INSWING SIDELITE PLASTIC UP UTE FRAME FL-15036.10 39 SMC IS Spacer 26 PVC H 33 SEIf ADJUSTING SADDLE THREHOLD a srcn 10 OF 10 O BILol L 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge i stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. bHoddapr A Product Approval USER: Public User _w Product Aooroval Menu > Product or AoDlication Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding 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 Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D A'!"I: qMk • .°. Date Submitted 08/11/2017 Date Validated 08/13/2017 k Y•` Date Pending FBC Approval 08/15/2017 https://www.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgtH8572gvdWdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1 /2/2018 Date Approved 0 Florida Building Code Online 10/10/2017 iummar of Products FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.odf 15332.2, SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW, REINFORCED Limits of Use Installation Instructions' Approved for use in HVHZ: No FL15332 R4 II 08-00498E.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 510805D.odf RATINGS, Created by Independent Third Party: Yes REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4, SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FL15332 R4 II 08-02248C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512968C.Ddf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96", Installation Instructions FL15332 R4 II 08-02249C.12df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes, Evaluation Reports FL15332 R4 AE 512969C.Ddf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R4 II 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510808D.odf 15332.81 SERIES 430/440 ALUMINUM SGD1 SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW, REINFORCED, Limits of Use, Installation Instructions, https:/Avww. 1 /5/2018 use inI HVHZ: NOL_ use outside HVHZ: ant: Nd iie: N/AF By: Luis Roberto Lomas 625 15' Independent Third Party: 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD SLimitsofUsk Installation Instructions__ Approved for use in HVHZ: No FL15332 R4 11 08-00503E.DdfI rApproved for use outside HVHZ: Yes iVerified By: Luis Roberto Lomas 62514 Impact Resistant: No rCreated by Independent Third Party: Yes Design Pressure: N/A Evaluation Reportsl_ _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 41-1_5332 R4 AE 516810D.Ddfi RATINGS)tCreated by Independent Third Partv: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email 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 ME supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here_ Product Approval Accepts: MM99EIM Credit Card Safe https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS 140T 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.6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO 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 RA710 a 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 110 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 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RLVM*N$ 06CItlPIION DATE APrROVm 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: 0612012017 MI WINDOWS AND DOORIE L1IIIIIIAAAAA 650 WEST MARKET STR`J S RENO/ iGRATZ, PA 17030 0 1 x= SERIES 420 SGD—*• 96" X 80" NON—REINFOrroiy NOTES g10. TAT OF oaAr+r 1MG rro.C0RI'Dt" scut 08 00 iONAL1i\' L R. Lomas'P.E. No.: 62514 N7S °A 02/23/09 ROBERTO LOWS P.E.LUIS 1KR WO00FORD RO LEWLSM4. NFLA34-69 -o509 itlomasQNortwAr 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIRED 17" 6 MAX -{ MAX MAX6" 6" MAX i 17" MAX D.C.-O X 80• MAX FRAME / HEIGHT / 6' MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEECHARTS a1 AND I2 FOR OTHER UNITS RATINGS NOTES I. MAXIMUM PANEL SQE: 48 I!Y r 79' 2 MAXIMUM D.L.O.: 44 S'8'r 74 &r HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (PART #99-04-145) LOCATED 98 34. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 499.17-195) AT EACH EN D OF PANEL BOTTOM RAILS oc=pno l ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS CHART 01 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET. I DeSfgn pressure chart (ps0 Fralro Shgb Para) arld Total FrWM width (in) J-N J0.0 J6.0 420 4&0 0) 60.00 7200 Do 96.00 Pas 1 14p 1 Pas INop Pas NOp Pos NOp 80.0 40.0 1 55,1 40.0 482 40.0 43.4 40.0 a0.0 CHART02 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Deagn pressure chart (PSO Ferro Shlpte Panel and Total ROM Width pnl Ho I 30.0 3&0 420 48.0 id) 60.00 7200 81.00 96.00 Pos NOV Pos Meg Poa I Nap I Pos I NOp B0.0 55.1 55.1 482 482 43.d 43.4 40.0 40.D Number of anchor Iota Uons required Franc a Sftt- Parcel and TOW Frarro Width (In) 30.0 35.0 420 4&0 N) 60.0 720 64.0 96.0 HLS Jamb H&S Jamb H6S Jamb H&S Jamb 0.0 a 5 5 5 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 DRAWN: OWG ND. F.A. 08-00498 ME NTS °ATE 02/23/09 -2 OF 10 L ROBEATO LOauS P.E. I4W WOODFORD RD LEWLSVALE, NC; eM 434-60,0609 l40fl1iyQ41a 1{ryrcpn DATE APf?i- 03/05/12 R.L. S 10/29/13 R.L. 12/06/13 R.L. 07/30/15 R,L C 06/20/17 R.L SIGNED: 0612012017 R11I l0frr i w `\GENS gJ AAATT8 OF a O k`c FS' A•ORIOP G'-`: ONAitEe> \\. 01 Luis R. Lomas P.E. FL No.: 62514 6' MAX 6• MAX II 17' MAX O.C. 80' MAX T MAX FRAME HEIGHT 6' MAX SERIES 420 SGD VEXTERIORVIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RAT)NG IMPACTRATWG SEE CHART #4 FOR NUMBER OF f40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS ,n AND M2 SHEET 2 FOR OTHER UNITS RATINGS 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART J4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX r O.C. I — 6• MAX NOTES: 1. MAXIMUM PANEL SaR 4E 1/7 x 79' 2 MAXIMUMDL0.:44518'x74W HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099-04-145) LOCATED 3a 314.ON CENTER FROM PN VETAL UC TANDEM ROLLERS (PART 099.17-195) AT EACH END OF PANEL DOTTOM RAILS RLV61ONS OCSCRp nOn DATE' AAPRovm 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 INSTALAATION DETAILS 06/20/17 R.L. CHART a4 Numb-o/4nchw Ioc4Uonll wkd Rum Shp Pow ub Tala1 LW Wkkh (h) HN01uw 7Zo 3Qo 420 4to 4.0 000 HMS Am0 HMS Jamb HMS J4mD 10.0S 5 6 5 6 S MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FIN ELEVATION DRAWM F.A. 08-00498 Tine NTS loTc 02/23/09 —3 OF 10 L ROWRTO LOMAS P.E. 1432 INOODFORD RD LEwU^NLLE. NC 27o29 43+-sM1-os09 i0onusyiMomrspo.mm c SIGNED: 06AM2017 0R IL 0 2'i y, E IYSFgd+ A TAY OF 0' Fs: oR1o Luis R. Lomas P.. FL No.: 62514 WOOD FRAMING OR 2X BUCK Br OTHERS 4110 WOOD SCREW EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBI ENT 1/4' MAX. SHIM SPACE INTERIOR 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE 110 WOOD SILL TO BE SET IN SCREW A BED OF APPROVED SEALANT 10 WOODWOODFRAMINGSCREW OR 2X BUCK BY OTHERS WOOD FRAMING 1 1 OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BEDESIGNED W ACCORDANCE WTTH ASTM E2112 REVtSO4 DESCRFICN WTE APPRDvm ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/08/13 R.L REVISED INSTALLATION DETAILS 07/30/15 RL REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/ 4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 111111rr/F/ 650 WEST MARKET STREET 0 SR. LOoff GRATZ, PA 17030 v .G E N sF ••9`P t• II 11 SERIES420SGO96" X NON —REINFORCED FRAMEINS80" FRAMEINSTALLATIONDETAILS 73 • TAT OF a_ OcC( •' clORIDT; • zDKWN: F. A DaD ND. aLv 08- 00498 E rS d6` 0/NA111 V`\ scanNTSWE % 02/23/09 4 OF 10 Luis R. Lomas P.E. LODAOBFRLEYnS.SP.£. last wDFORDRDLewlstiuLE. NC 27027 4344"-060 mm„®Ln,,a,,c, FL No.: 625d4 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE a m m 1 /4' MAX. H g [-SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR TLL TO BE SET IN BED OF PPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. By OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 T- 1/2' Mil EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS c>.rcn REVMONS DESCRIPTION DATE APPRWKD ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L ADDED FIANCE AND RN INSTALLATIONS 12/06/13 R.L. RENSEO INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETALs 06/20/17 RA_ 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 MAW% 01Y0 N0. F.A. 08-00498 LE NTS — 02/23/09 —5 OF To L R06ERTO LOMAS P.E. IAV WOODAORD RD LEWISVILLE, PIC 2T023 414i88-0G09 rLofnasO*bmaxwm SIGNED. 0612012017 GENSF9i1' TM F`S;:c10RIO'; G: ONAll 11Rll\ Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN 1- MIN. SEPARATION EDGE DISTANCE n 1 1/4- MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS 14 MKW. rL SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 11 II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT A °. T a. 1 1/4- MIN. e EMBEDMENT a: a, 2 7/8- MIN 1- MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RLVI40N5 DESORPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. .. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FlN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 1/4- MIN. E REVISED INSTALLATION DETAILS 06/20/17 R.L. EMBEDMENT I . ' . • '. 1 /4- MAX. 1• SHIM SPACE MIN. , EDGE DISTANCE v 3- v' MIN SEPARATION INTERIOR 3/16- TAPCON - EXTERIOR CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK JAMS INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRYINSTAuATION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO HE DESIGNED W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96- X 80' NON —REINFORCED FRAME INSTALLATION DETAILS tRUN1l• Drc nD. F.A. 08-00498 MILE NTS I DATE 02/23/09 9'm 6 OF IC L ROBERTO LQWAS P.E. 14M WOODFO D RD LEWISVILLE. NC Z7023 a7+•seeas0s m,,, SIGNED: 061202017 J\ 5ICl0 05 0 TT T{{E OF- 0. S:clORI'D •G': Luis R. Lomcs• P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8" MIN. JI EMBEDMENT 1 /4' MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR E SET IN APPROVED SEALANT 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS MIN. AENT MIN. LwL DISTANCE VERTICAL CROSS SECTION wOpD FRAMING OR 2X BUCK WSTALLATION NOTES: Y. INFERIOR 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 I- 1/2' MIN. EDGE DISTANCE 11110 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLVSKINS OESCRWTIDN DATE APPROVED ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 FILL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 RL 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAMIk Owt M F.A. 08-00498 scu>: NTS I "TE 02/23/09 1 "T7 OF 10 L ROBERTO L.OMA.S P.E. TAM WOODFORD RO LEWISVILLE. NC 270" AN-638-0609 rRorrarsCglcfoPu W.w+n SIGNED: W20/2017 S 1R!ItIo4f i o bt E OF - _ L 0. s/OMAt1E` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL p R STRUCTURE p g BY OTHERS tl € 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. SHIM SPACE I 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN I BED OF IPPROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: L INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W7TH ASTM E2112 L 1/2' MIN. EDGE DISTANC I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS NE-oNS FtLV DCXRPTION Oka APPROVED A ADDED CHARTS 03/05/12 RL 8 REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 FILL D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST. MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS AWN_. OwG NO. F.A. 08-00498 scue NTS — 02/23/09 —8 OF 10 L ROBERTO LOMAS P.E. 1432 WOOiDFORD RD LE WISVXLE. NCZ= rAorna krbmafa. corn SIGNED: 0612012017 St1 11 I I O v •`,VGENSt'9tP i qEZzOi .P•, . 30R1D9; GO` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2^ MIN 1^ MIN. SEPARATION EDGE DISTANCE 4.. .'. 1 1/4- MIN. 4. EMBEDMENT 1/4- MO. SHIM SPACE 3/16• TAPCON EXTERIOR U_1J ULJJ INTERIOR REASIONS RLv xsaalDfaN DATE APPROOD D A ADDED CHARTS 03/05/12 R.L. 6 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. 1 MIN . EMBEDMENT E I REVISED INSTALLATION DETAILS 06/20/17 R.L. J 1/4- MAX. SHIM SPACE MIN. EDGE DISTANCE . MIN SEPARATION INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMS INSTALLATION DETAIL 1 OPTIONAL 1X BUCK CONCRETFIMASONRY INSTALLATION 4' a 1 1/4- MIN. n• EMBEDMENT 4 2 7/8- MIN I" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION 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 E2 f f2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96^ X 80` NON -REINFORCED FLANGE INSTALLATION DETAILS DRAW' F.A. 08-00498 W-"-' NTS "E 02/23/09 —9 OF 10 L RODERTO LOMAS P.E. InV WOODFORD RD LE WISVILLE• NC 27023 SIGNED: 0612012017 ENSF9it iUAi LU13 R. Lomas P.E. FL No.: 62514 WOOD FRAMING BY OTHERS yB WOOD SCREW 1/4• MAX rSHIM SPACE 1 1/4" MIN. EMBEDMENT T- APPROVED SEALANT BEHIND FIN EXTERIOR 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT BEHIND FIN 1 1/4' MIN. TRIM EMBEDMENT WOOD FRAMINGyaWOOD SCREW BY OTHERS INTERIOR 1/4" MAX. HOOK STRIP — 7/16- MIN EDGE DISTANCE EXTERIOR 1/2' MIN. EDGE DISTANCE RM40NS DfSCIDPIIDN DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 1D/29/13 R.L ADDED FIANCE AND FlN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED WSTAL ATION DETAILS j 06/20/17 R.L 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP J SHIM SPACE #10 SELF DRILLING JM N" SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLA SEE SHEETS 1-9. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 2X BUCK OR WOOD FRAMING BY OTHERS TRIM PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/ 2' MIN. EDCE DISTANCE 1 3/8' MIN. INTERIOR . EMBEDMENT HOOK STRIP \ 10 WOOD SCREW EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X SUCKNVOOD FRAMING 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, VONCRETE 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 DRA : DMD NO. F. A. 08-00498 srLr NTS DATA 02/23/09 SKE'10 OF 10 L ROBERTO LO AS P.E. I47211C10DFORD RD LEW7SVILLE. NO T7a23 3saae- Droy momas®abm v.,cwn SIGNED: 0612012017 f r0 GENSF9d1 A• TAT E OF u,; O. Vim ic s ::[ 0R10* G• ONAILF?` Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 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 R 0 IR 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 = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REYS"s DCiCEPDON DATE APPRO„ED ADDED FLANGE AND FIN INSTALLATION 12/10/13 ILL - REVISED INSTALLATION DETAILS D8/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 RL SIGNED: 06/2 M017 MI WINDOWS AND DOORS LLC uL111IrI,I 650 WEST MARKET STREET GRATZ, PA 17030 v EIYS,9J; 5196" SERIES 420 SGD REINFORCED WITHOUT ADAPTER X 96' NOTES A.TlAfpOF P4t`' l0 RID t- LIAAWR. we 1 D. BEV OS 9 C 1/rjSjOMAIIEG` W'LE NTS A- 10/30/13 —1 OF 10 R. Lomas P.E. L ROBERrO LOADS P.E.LUis 1432WOODFORDRDLEW7SV6IFNCZ= 434- 6ee-06w ebnus hw+aPu cwn . FL NO.: 6251 4 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 6- MAX ((.. 17MAX O. C. i{ AX 6' M 6' MAX f L 17' MAX O. C. 96' T- MAX FRAME HEIGHT 6- MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA TING IMPACT RATING 135. 0PSF NONE SEE CHARTS II AND /2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 46 112' x 95, 2. MAXIMUM D.LO.: 40 SS' x 90 &8* HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99 04-148) AT 38 314. ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS 1MINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART 4'! WHERE WATER INFILTRATION RESISTANCE NS REOUIRED. 1rtv DNSCWPn0N M1E N7ROILD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL B REVISED INSTALLATION DETAILS 08/03/15 RL C REVISED INSTALLATION DETAILS 06/21/17 RL Design pressuro chart (pso Ps1s1 W T. Franc WdU1(in) 30. 0 1 38.0 420 IAD h) 60.00 1 7200 a4.0o 1 9&00 Pas I No0 I Pas 1 Hop Pos Hp Pos Nap 84. 0 10.0 N. 584 40.0 509 400 15.7 40,0 420 p.0 55.2 40.0 4&0 400 43.0 39.4 39.4 920 a0.0 52a ap,0 45A 40.0 t0.6 37,1 37.1 96. 0 40.0 49.8 40.038.4 38.1 3511 35.0 CHART02 WHERE WATER INFO-TRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHFFT 1 Design prosmro an rpsn Frame P•NW ono TOW Fra= Wd111(in) b1 3a0 1 3l0 11 AID I aa.0 60. o0 1 7200 I "go 1 06.00 Pas I N49 Pos I NOD I Pas I Hp IPos Np 84. 0 6aA 5a.4 50.9 50.9 1 45.7 145.7 42.0 420 aa0 552 552 48A 48.0 43.0 430 39.4 39.1 920 624 I 524 1 45.1 1 4,14 40.B 406 37.1 37.1 DLO 49.8 49.a 43.1 Lt.t 3a.4 1 35.4 35.0 3S0 CHARTn Numbororonchor/ocadonsrl0ulrod Fyn Ssple Panel aW TOW Fram WiQ111(I Ja0 3B0 420 4a0 in)60. 0 T20 a4.0 pb,p HLS Jamb HiS Jamb His Jamb Has Jamb 0 4 5 5 B 6 6 6 6 at0 4 8 5 6 6 6 fi 6 920 4 8 5 6 a 6 8 6 95 4 6 5 6 5 6 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96' ELEVATION DRAWIt Ow0 N0. p V-L• 08-02249 4E NTS °` Tn t0/30/13 s"2 OF 10 L ROSEATO LOs41S P.E. rV WOOOFORO RD LE WISVAIE. HC 27023 ruwa*ubauspo. mn SIGNED: 0612112017 0„6126t O . 7S/ ONA 11'E 1\``` Luis R. Lomas P.E. FL No.: 62514 5 N FIR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX6' MAX O.C. 6' MAX 6' MAX 17' MAX O.C. 6• T— AX w1E GHT 6- MAX I SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT) S ILLCHORS PER LOCATION EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTR4TING REQUIRED t35.OPSF NONE SEE CHARTS 41 AND A2 SHEET Z FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (9S-04-145) AT 35 314. ON CENTER FROM PANEL BOTTOM NE'.TAI.UC TANDEM ROLLERS (90-17-195) AT EACH END OF PANEL BOTTOM RAILS UMINUM 6063•TG REINFORCEMENT (688) AT ALL PANEL INTERLOCKS ocscsLpnoN ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS NOTES: 1. MAXIMUM PANEL SIM. 48 1!Y x 95• 2 MAXJMUM D.L.O.: 44 W x 90W CHART/4 Number olonehor loeaUonsropulrad Frortn SIn& Panel OM Totd Unb WkiM (in) HwBN 30.0 36.0 420 48.0 n) 60.0 720 84.0 96.0 H6.S I Jamb H&S Jamb H&S Jamb N&S Jamb 81.0 4 6 5 6 6 6 1 6 6 640 4 6 5 6 6 8 8 6' 920 4 6 5 1 6 6 6 6 6 Mg 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION MAW DA'C NO. p V.L 08-02249 SCALE NTS I a"TE 10/30/13 9"CLT3 OF 10 L ROBERTO LO7kS P•E 14J2 WOODFORD RD LEVVISVILLE. NO 270M 404-ceaL6o9 db/ aQx/0R1atP WE APPROVED 12/10/13 R.L. 08/03/15 R.L. 06/21/17 R.L. SIGNED: 0612112017 OEN9Fq`P 6t A ITAAcTE OF O. ram G \ S/ONA Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE I WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. SHIM a10 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 SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WNN ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N, LIJUt uISTANCE REVISIONS DES(7EFnoN DATE APPROVED ADDED FLANGE AND nN INSTALLATION 12110113 R.L REVISED INSAUATION DETAILS/03/IS R.L REVISED INSTALLATION OETALLS 06/21/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/2" MIN. T — INTERIOR EDGE DISTANCE L—. r II__II P0 WOOD SCREW EXTE WOOD FRAMING OR 2x BUUCKCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0642112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET to yf i R'• GRATZ, PA 17030 v 5 ENS IF SERIES 420 SGD REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS j1O•• TAT OF•` oR•rx Drc Nro. 08-02219 RICVV.L iisS G suN75 DATE s"T410/30/73 OF 10 Luis R. Lomas P.E. FL No.: 6251 A L ROBERTO LOWS P.E. 1 NroODFORD RD LEwuv¢LE NC Z7m 43+-688.060 ao w ay,,m, METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DESIGNED W ACCORDANCE WITH ASTM E2112 T 1 /2' Mil EDGE DISTA I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS rlvtsKm OEscAvrQN DATE AP?ROKD ADDED FLANGE AND FIN INSTALLATION 1 //10/13 R.L. REVISED INSTALLATION DETAILS 03/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC w11111111111 650 WEST MARKET STREET J S!Z', O i GRATZ. PA 17050 F- g * • 0 # SERIES 420 SGD REINFORCED WITHOUT ADAPTER FRAME INSTALLATION DETAILS TAT OF 0 D1um owtc no. VwLLc 491 O] sS ONAL E5OFNTSDATE08— 10/30/13 I1III 110 Luis R. IAmOS P.E. L ROBERTO LOMAS P.E. 14M WOODFORD RD LEWISVILLE, NC 27oa aamaacas , sy, FL No.: 62514 1 1/2' MIN 1" MIN. SEPARATION EDGE DISTANCE REVISIONS iqy DESC!°PTION DATEnPPROAD A ADDED FIANCE 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. 1 1/4' MIN. EMBEDMENT 1 1/4" MIN. CONCRETE EMBEDMENT MASONRY BY OTHERS 1/4" MAX. OPTIONAL SHIM SPACE 1X BUCKTO 7' MAX. SHIM SPACEBE PROPERLY MIN. r INTERIOR SECURED EDGE DISTANCESEENOTE3 SHEET i 3/16" TAPCON 3 MIN n SEPARATION EXTERIOR INTERIOR a . • . SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL IX BUCK CONCREF&MASONRY INSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET t I NOTES: 1 1/4' MIN. t, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. n : a 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0&l21 /2017 MI WINDOWS AND DOORS LLC27/8' MIN SEPARATION t" MIN. EDGE DISTANCE 650 WEST MARKET STREET 0\11111111j/ F;', L0 GRATZ, PA 17030 VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 1k• 0 6CONCRETE/MASONRY/NSTALLlTim X 96' FRAME INSTALLATION DETAILS 9a.' 7AT OF Diu x 0*G Na ItEv i 'c[ORIO; • ? V.L. 08-02249 C ss/ONAL ELG\ WALE D" YT//I/I11110NTS10/30/13 5M0 6 OF 10 L ROMITTO LOMAS P.E. t4n WOODFORD RD LEwLSVXL.E. NC DOa LUIS R. Lomas P.E. 3aar8d60 man c®ulom p..cam 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 DO WOOD SCREWS EXTERIOR W J L U INTERIOR rO BE SET IN OF vEO SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT wv vJrv YG VERTICAL CROSS SECTION WOOD FRAMING OR 2x BUCK INSTALLAnON NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W/TH ASTM E2112 RrVISPONS DESCRvTION GATE APPNahy ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 05/21/17 R.L. 1 3/8" MIN. 1/4• MAX, EMBEDMENT SHIM SPACE 1/2- Mi1N. INTERIOR EDGE DISTANCE n 010 WOOD SCREWS EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1111IrrrrrA 5 !;'. O GRATZ. PA 17030 pE(ys 9s% SERIES 420 SGD REINFORCED WITHOUT ADAPTER F- a == 96" X INSTALLATION DETAILS hFLANGETOF# DRAw1e V• L- orc No. 1eLv OF•'CORIOt;• scuc DATE OS- 02249 C sR¢ r NTS10/30/13 7 OF 10 A/NA 11E1" L ROSER TO LONAS P.E. V WO 1ODFORDRD LEWZVRLE NC 27D,Zi LUIS R. Lomas P.E. 434- 6a5.060 momzs .c FL No.: 62514 1/2 MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. B I SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L 1/2' MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVLSKX6 1+Ev DESCR vnom GTE .PrRDvm ANCEAADDEDFIAND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS OE/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. . JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 0612112017 MI WINDOWS AND DOORS LLC 0\111111111, 650 WEST MARKET STREET GRATZ, PA s lk'• Lo t//, 17030 G E N SERIES 420 SGD REINFORCED WITHOUT ADAPTER D 6 #= 96' X FLANGE INSTALLATION DETAILS TAT OF ORnvR: O . ` i pyD1q, REV A. iF [ OR10•? V. L. SCALE — 08- 02249 C 111I/ 1111111\\\ NTS10/30/13 —8 OF 10 L ROBERTO LOMA& P E. 1477 WOODFORD RD LEWISVLLLE NC T7»?J LUIS R. Lomas P.E. 4344&#- OW9 iAN-avkwT=p.— FL No.: 62514 1 1'/2• MIN. I' MIN. SEPARATION EDGE DISTANCE 1 1/4• MIN. CONCRETE/ ,' EMBEDMENT MASONRY BY OTHERS 1/4' MAX. SHIM SPACEOPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 I 3/16• TAPCON EXTERIOR U-J INTERIOR SILL TO BE SET IN A BED OF 3/16• TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS A. s 1 1/4- MIN. EMBEDMENT a 2 7/B• MIN. 1• MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/A/ASCWRY INSTALLATION 1 1/4• MIN. EMBEDMENT MIN. ` EDGE DISTANCE 3• MIN. SEPARATION 3/16• TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RCVL4o14 REV DMCIMrDON DATE APP..Vw A ADDED FIANCE 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. - 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTLAAL770N NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, • - NOT SHOWN FOR CLARITY. ' 2 PERLUETER AND JOIAIT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 711111r/I//J J S fL tO J i GRATZ. PA 17030 GEps y SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X FLANGE INSTALLATION DETAILS 1O•• TAT OF y, oRAwlt V.L owc No. C F'[OR10,G5c4Li/J/S/ONAI Y1LE0181-02249.. R[V NTS °Ah 10/30/13 ROBERTO Lf4nWOODFORDRDLE270= Luls R, Lomas P,E. 434-Ip.0609 IOW-A FL No.: 62514 WOOD FRAMING 1/4 MAX BY OTHERS I SHIM SPACE INTERIOR 1 1/4" MIN, t . EMBEDMENT I APPROVED !I SEALANT BEHIND FIN EXTERIOR is WOOD SCREW 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 1/2' MIN. BEHIND FIN 1 1/4" MIN. EDGE 8 WOOD EMBEDMENT SCREW WOOD FRAMING 1- BY OTHERS INTERIOR TRIM IDISTANCE14" MAX. SHIM SPACE 7/16" MIN EMBEDMENT EDGE DISTANCE T--1r — — EXTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. RLw DCV-,W I10N MTE APPROYLy A ADDED FLANGE AND FW INSALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM INTERIOR XlX MIN. ENT MASONRY/CONCRETEBY OTHERS HOOK STRIP BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' TAPCON EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRWCONCRETE METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP — SC10REWELF GRILLING S10 WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCIDW000 FRAMING SIGNED: OW M2017 MI AND DOORS LLC 1 t111l1iff 650DWEST MARKET STTREETOWS0 GRATZ. PA 17030 S GENS •fs% SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" 161 t z NAILFIN EL HOOK IMSTALLATION DETAILS OFNOTES: NOTES OaAxx C1 • 1. INTERIOR AND EXTERIOR FWlSHES, 8Y OTHERS, NOT SHOWN V • L mrG ' acv i i sFORCLARITY, ZPERIMETER AND JOINTSEALANT BYOTHERS TOBE NTS 10/30/13 OS-02249 OF C SjONAL1``` DESIGNED IN ACCORDANCEWITHASTME211210LRMERTOLOMASP. E. 14M WOODFORD RD LEMS'VILLE NC 27027 LUI3 R. LOTOS P.E. 436a88-009 4bm& s6monQ5Wo,• FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC CRAVITY 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. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION REVISIONS DESQOP110N DATE I APPAWM A ADDED CHARTS 03/08/12 1 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLATIONS 12/06/13 R.L. ' D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/2MO17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111I11,,/A N N5 R• L0z GRATZ, PA 17030 GEN$ 1r it• SERIES 430 SGD 143' x 80" NON REINFORCED- OTA 1NOTES OF iiioFiiDRAxrrDxtRDaiv V` OS—010 502 E ONA`1iN\\\\ LYIs R. Lomas P.E. FL No.: 6251a zuc D NTS 02/23/09 1 OF 9 LROBERTOLONASP.E. 14M WOODFORD RD LEWISVILLE, NC Z7DZJ u-6&645o9 mo wmum. m 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART A3 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17'MAX r 6' KW O.C. I L- 1 17' MAX SO- O.C. LW( RAME T_ X X SERIES 430 XIX SGD EXTERIOR NEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS n AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1? x 79- 1 MAXIMUMD.L0.:443%*x7438' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTM RLV DE50wn" DATE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 C ADDED FLANGE INSTALLATIONS 12/06/13 R. JLDREVISEDINSTALLATIONDETAILS05/05/15 E REVISED INSTALLATION DETAILS 06/22/17 CHART rt WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET / Design pressure chart (psO Fra Single Panel and Total Ffarw Width (in) fight 36.0 420 47.7 in) 0.00j40.0 10&00 126.00 143.00 Hop Pos NogPas NegPas Nag 80.0 54.9 40.0 48.0 40.0 1 432 40.0 1 40.0 CHART,r2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psO Frame Height Single Panel and Total Frame Width In) . 30.0 36.0 1 420 47.7 In) 90.00 108.00 1 126.00 143.00 Pas I Nag I Pas I Nog I Pas I Nog I Pas I Nog 80.0 549 1 54.9 1 48:6-1 48.0 1 43.2 1 432 1 40.0 1 40.0 CHART X3 Number of anchor locations ro0uired Ffame in) 90.0 Single Panel and Total Frarm Width (In) 30.0 36:0 420 47.7 10&0 126.0 143.0 HdS lamb HdS Jamb H6S I Jamb HdS Jamb 80.0 6 5 7 1 5 8 1 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 NTS - 02/23/09 -2 OF 9 L ROBEATO LOMAS PE. 1422 WOODFORD RD LEWISVILLE, NC z7o= D4aaaora9 rmm4r arru"an..„ SIGNED: 0612212017 to C E NSF9if 61 OF O. RtOt: • Luis R. Lomas P.E. FL No.: 6251a 1/2' MIN, EDGE DISTANCE 1 3/8' MIN, WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS U 1/4" SHIM 00 WOOD SPACE SCREW - 1 3/8' MIN. 1/4' MAX_ EMBEDMENT SHIM SPACE1rI 1/2DIA EXTERIOR INTERIOR EDGE NCE SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS J10 WOOD MIN. SCREW BENT WOOD FRAMING OR 2X BUCK BY OTHERS GWL UIJINYK 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 E2112 RNWXM DESCRPMN DATE AOP_RDVED A ADDED CHARTS 03/06/12 R.L. Bf11LV REVISED PER NEW TESTING 10/15/13 R.L. ANCADDEDFLANGEINSTALLATIONS12/06/13 R.L.RLR.LD REVISEDINSTALLATIONDETAILS08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR J EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWW DM M F. A. 08-00502 scar: NTS 0°h 02/23/09 —3 OF 9 L R06ERTO LOMAS P.E. I472 WOODFORO RD LEWISV¢LE, NC 27023 A346880609 fRO-00—pes SIGNED: 0612212017 0 APE OF R10 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 EXTERIOR 1!2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE W/TH ASTIN E2112 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED aL.ANT RLV OCSCRIPTM DATE APPRWM A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 ILL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4' MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L. I SHIM SPACE 1/2" MIN. EDGE DISTANCE INTERIOR 910 SMS OR SELF DRILLING SCREWS 7 METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL ; METAL STRUCTURE INSTALLA77ON ! MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17m SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DQAR K. PAL NO. F.A. 08-00502 scvE NTS °ATE 02/23/09 SKwt OF 9 L ROBERTO LO.MAIS P.E. IAW N'DODFORO RD LEMSVILL& NC 77= 47+4415'0i09 fflw SIGNED: 0&22/2017 SRI I I CIO /i'/' 0„6251 1t 7(rrAcT++FE OF :k ZORIDt- iNA`yE\. Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATIQN EDGE DISTANCE 1 1/4" MIN. c EMBEDMENT 1 /4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR SGYAHAIIUN VERTICAL CROSS SECTION CONCRET EMASONRY INSTALUTJON 1 1/4" MIN. EMBEDMENT MIN. EDGE •Q DISTANCE .' 44 3" MIN. SEPARATION .. •. 3/16" TAPCON ' SILL TO BE SET IN A BED OF APPROVED SEALANT II CONCRETE/MASONRY II BY OTHERS 1 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE MAX. SPACE REVISIONS DESCRLKM DATE APPROVD) ADDED CHARTS 03/0E/12 R. LREVISEDPAPERNEWTESTING10/15/13 RA. ADDED FLANGE INSTALLATIONS 12/06/13 R. L1/4" REVISED INSTALLATION DETAILS 08/05/15 R.LSHIMREVISEDINSTALLATIONDETAILS06/22/17 R.L. INTERIOR m EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEjMASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FiNISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2712 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAYN: ONG NO. F.A. 08-00502 swLL NTS — 02/23/09 —5 OF 9 L ROBERTO LOUKS P E. WOODFORD RD LEWISVXLE• NC 27023 4344I5•0609 rLortL jlllldlLispp.GDm SIGNED: M6 M2017 1P11 I Its p ; STAT 5EOF • a= O • ": IFS -R1DP Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. I EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW R10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II 11. 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 SET IN APPROVED MIN. RENT REv19MS R[v DESURPTION DATE APPROVO) A ADDED CHARTS 03/D6/12 R.L. B REVISED PER NEW TESTINO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/06/15 R.L. 1 3/8' MIN. 1/4• MAX. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.L.. EMBEDMENT SHIM SPACE 1MIN. INTERIOR EDGEE D DISTANCE /P IF10 WOOD SCREW EXTERIOR U:J w000 FRAMING JAMB INSTALLATION DETAIL OR2XBUCKBY OTHERS WOOD FRAMING OR2X BUCK INSTALLA170N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS CR41M F. A. 08-00502 KALE NTS I OATE 02/23/09 SALT 6 OF 9 L R06ERTO LOA4 s PF. 14n K=FORD RD LEWIMLE. NC 270W 41- 6 6oCOs Narlas VrJmusw ao«+ SIGNED: 06/2WO17 olliIII/ Ill C L 04 11 0TATE OF 01VAti11E G` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN, MEDAL I EDGE DISTANCE I^ STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II II II INTERIOR L TO BE SET IN 3ED OF APPROVED U.ANT 10 SMS SELF DRILI SCi METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/2' MIN. EDGE DISTANCE j10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. 1 SHIM SPACE REVISIONS 13v OCSCRIPTWM DATE APPROVED A ADDED CNARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L. 0 ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTAL LATIONLLATION DETAILS 06/22/17 R.l. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAIM OA'C NO. F.A. 08-00502 WALE NTS °ATE 02/23/09 —7 OF 9 L R08ERTO LOMAS P.E. 14W KWOFORO RO LEWIMLE. NC 27022 434,& 6060! iM na oklgnu,wr SIGNED: 0612212017 0111111111, R to', V(,G,, cE6 HS TATE OF '4QO FS jS10NA S1 %\`' Luis R. Lomos P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT OPTIONAL L 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 1/4' MAX SHEET 1 SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1 /4" MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16" TAPCON 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS 1 1/4 MIN. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETOUASONRY INSTALLATION 1/4" MAX. SHIM SPACE u a ' EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REMSONS oesckpnoN GTE APMOvm ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 RL ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR J JAMB INSTALLATION DETAIL CONCRETE444SONRY INSTALLATION NOTES: T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 SIGNED: 06122/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 711111IIrrr S F:'. C p i i GRATZ. PA 17030 r"•VGEN6" SERIES 430 SGD 0 6 * = 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS T E 0. L`[ORlO; oaAwN mvc ro. aEv F.A. 08-00502 E A F wALE NTS — 02/23/09 —8 OF 9 Ir 1 L. ROGERTO LOMAS P.E. 14M WOOOFORD RD LEMSV1LLE NCZ7DTJ LUIS R. Lomos P.E. 434an-anffl mss®hnn FL NO.: 62514 INTERIOR TRIM 1 3/8• MIN. L* EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING 1 5/8' MIN. EDGE DIST. TRIM a a 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3Its" TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE RLV SOG D SCRum" ADDED CHARTS REVISED PER NEW TESTING ADDED FLALRCE WSTALLATIoRS REVISED INSTALLATION DETAILS REVISED wsTALLAnoN oETARS METAL STRUCTURE 1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP a SCR SELF DRILLING SCREW PANEL 1/2" MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 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 F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS DRAY t DUD RID, F.A. 08-00502 02/23/09 9 OF 9 L R08ERTO LOAW,S P.E. 143Z WOODFORD RD LEWISVILLE. NC:N27 l7+-fi D60! rOomnF)iam:sou.com DATE APrW40 03/06/12 ILL. 10/15/13 R.L 12/06/13 R.L 08/05/15 R.L 06/22/17 R.L SIGNED: 0612PI2017 S 1 1111LIIjj 0 E N S 9J' P TATE OF L i0 -.. s/0MALI: Luis R. Lomos P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDA: BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. 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 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 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RIRED EQUFORTHIS 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 REQUIREWATERINFILTRATION, RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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 ANCHORSASSHOWNINELEVATIONSANDINSTALLATIONOETAILS. 13. ALLFASTENERSTOBECORROSIONRESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: 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. METALSTRUCTURE: STEEL 18GA 33KS1 OR ALUMINUM 6063-75 .048• THICK MINIMUM TABLE OF CONTENTS SHEET NO. 1 DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DET REVIMONs — fqN DATE APPROVED ADOEO CHARTS 03/O6/12 RL REVISED PER NEW TESIWC ADOED FLANGE I45TAUATIONS 10/15/ 13 12/06/ 13 R.L. R.L REISE. INSTALLATION DETAILS 7a/O775 R.L REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI AND DOOR R 650DWESS MARKETSTREETLLCStoGRATZ. PA 17030 r '\G, E H SF _gyp 0y 51 * — SERIES 430/" 0 XIX SGD 143' x 96' REINFORCED ro= NOTES 1Q•• TATEE O iF 0:Z R ' Ow N0. F.A. 08- 00503 REv E i Fs • R10* G`: ONA 1\` Luis R. Lomas P.E. scuc NTS ° 02/ 23/09T 1 OF g L RORERfOEOMA.S P.E 14MWO FORORDLENrESV4L&Ncz7= 43+6Yb0f09 iCwgts® trlpmrspmn FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAXr MAX F 6" MAY r_I b MAX L 17' MAX O.C. 96- MAX FRAME HEIGHT 6' MAX X C* I SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE SEE CHARTS Of AND 12 FOR OTHER UNITS RATINGS NOTES: f. MAXIMUM PANEL S¢E 4d m2" x 95' 2. MAXIMUMD.LO.:44S/4'x90519' HARDWARE SCHEDULE QNTED HANDLE SET (99-04-145) AT 37 34-ON CENTER FROM PANEL BOTTOM C TANOEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS 6W3-TO REINFORCEMENT (668) AT ALL PANEL INTERLOCKS 6063-TS REINFORCEMENT (4237) INTERLOCX ADAPTOR AT INTERIOR FACE OF OPERABLE PANE INTERLOCK REVOONS REV DESCRFnON A ADDED CHARTS; 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS O REVISED INSTALLATION DETAILS CHART II E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REOU)REO SEE NOTE 9 SHEET I Design premro chart (ps4 Frans Shpb PaW and Tmn1 Fnno VVIOIh (o) H29h1 J0.0 35.0 420 47.7 90.00 100.00 12d00 14300 Pea Nag POJ Nap Pos Np Posa Nap MA a0.0 60.0 400 57.9 a00 520 a6.0 8&0 40.0 W 0 40.0 54.6 40.0 46 9 40 O 46.0 920 40.0 69E 40.0 s1.7 40.0 46.1 40.0 42.3 90.0 40.0 56.6 1 40.0 1 48.0 40.0 43.7 40.0 40.0 CHART s2 WHERE WATER INFO TRATION RESISTANCE IS NOT REQUIRED S'FE AInTC a CMCCT r Dos/ n pressure chart (pSO Franc Strgb Panel and Total Frano VVd1h (In) Hcka 3a0 1 3&0 410 47.7 b) 90.00 IOd00 126.00 14a00 Pos I Nag Pos I Nog as Np P05 Np 84.0 60.0 60.0 57.9 57.9 520 520 48.0 48.0 Sri fi0.0 WA1 54.6 54.6 4{.9 4d9 45.0 45.0 920 59.6 59b 51.7 51.7 46.1 46.1 a23 423 MO 56.6 56.5 490 11 490 47.7 43.7 40.0 i0 0 Number oranchor IouUons r4pufrod Fia14 5Lpb Panel end Tmal Ra110 Wlmh (in) ItIgm a 340 4ZO 1 47.7 In) a 108.0 126,0 1410 1-5 Jamb HQS Jamb AILS Jamb HdS Jamb a 6 6 7 0 6 6 9 0{.o 7 8 7 8 6 6 9 9io 7 6 7 8 9 j 6 9d0 7 6 7 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/4-40 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A.08-00503 u"E NTS DATE 02/23/09 91°-T2 OF 9 L ROBERTO LOYASP.E. I43t WOWFORD RD LEWISVILE, NC Z7= U,00-0609 raomcQDyomap.mm DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0612212017 TTArY OF : tL ir 0* G2` c BONA0: 1, 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 3/8' MIN. 1/4- EMBEDMENT MAX. SHIM 10 WOOD . SPACE SCREW 1/2' MIN. EDGE DISTANCE 110 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II H II II INTERIOR wvc w iw a,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK 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 3E SET IN F APPROVED MIN. AENT WOOD FRAMING OR 2X BUCK BY OTHERS REV DSCFxnlQR 1WE PPROVFD 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 0 REVISED INSTALLATION DETALS OE/05/15 R.L. 1/4 MAX. E REVSED WSTALLATION DEVILS 06/22/17 R.L. r SHIM SPACE rnrrER/oR a:Io EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS olur>s oc wo. F.A. 08-00503 sC-1ua NTS DAC 02/23/09 1 —3 OF 9 L ROBERTO LOMAS P.E. M32 WOODFORD RD LEWMVIILE NC 27= 43443&-OW9 d1lo woo ubmarP — SIGNED: 0&2WO17 R ! IL101! v .VOENS•9it i STAT4uE OF •Or— Zr YONA 11S?G` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4 MAX. STRUCTURE SHIM SPACE BY OTHERS r 10 SMS OR LF DRILLNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE LNSTALLAT70N NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOLVT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 JIO SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN IED OF APPROVED LJWT I 1/2' MIN, EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4• MAX. I SHIM SPACE FINTERIOR EXTERIOR RE SION5 RLV DESOIW1x1N GTE APPROVED A ADDED CHARTS 03/08/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS Da/05/15 R.L. E REVISED INSTALLATION DETAILS 06/2Z/17 RL o w 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 DRAW MG NO. F.A. 08-00503 uue NTS — 02/23/09 —4 OF 9 L ROBERTO LOAMS P.E. 1432 VWXWFORD RD LEMS V&LE, NC 2,OM 43&&%5,0009 Ran rldru — SIGNED: 061=017 R to v,•,,,r ENSF J+ 0 1-. ST r cuzz 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 JCl'MV IIVf'1 VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLATION 1' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4" MAX. J SHIM SPACE 3/16' TAPCON INTERIOR 1 1/4' MIN. _ 1/4' MAX. EMBEDMENT SHIM SPACE 1' MIN. EDGE e DISTANCE INTERIOR 3' MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN a ' EXTERIOR A BED OF APPROVED SEALANT . CONCRETE/MASONRY BY OTHERS F 1 1/4- MIN. EMBEDMENT 1' MIN. EDGE DISTANCE RLVM1A016 fl DLscRLpno 1 aTE RavEo A ADDED QiARTS 03/00/12 R.L. B REVSED PER NEW TESTWO 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED WSrALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL - J JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR gNISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22)2017 MI WINDOWS AND DOORS 0111111Il,11LLC 650 WESTGRATZ. PAKETO GREET GENS' pAlSERIES430/440 X1X SGD 143" x 96" REINFORCED A; t' FRAME INSTALLATION DETAILS o • TA7 OF az F.A. wuwR owc no, 08-00503 s`rI.....OP-5 NTS — 02/23/09 —5 OF 97 11111111%\0ILROSERfOLOMASP.E. 1432 WOODFORD RD LEMS VILLE RC Z707J LUta R. Lomas P, E. 3a y.oWq,m FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. ID FRAMING t 2X SUCK EMBEDMENT BY OTHERS 1 1 /4• MAX. SHIM SPACE 10 WOOD r rSCREWI EXTERIOR III10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8- MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FlNISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 RLVI4014 REV DCSCWPTION DATE APPIIOVED A ADDED CHARTS 03/06/12 R L 6 REVISED PER NEW TTSTNG 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DEfNL.S 08/05/15 R.L. 1 3/8* MIN. 1INTERIOR MAX. E REVISED INSTALLATION DETAILS 06/72/17 ILL EMBEDMENT r SHIM SPACE II II 1/ 2' MIN. EDGE DISTANCE ,-hp I Iu y10wooDSCREW k EXTERIOR WOOD FRAMING JAMS INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRANX owc rro. F. A. 08-00503 say. E NTS I DATE 02/25/09 %M6 OF 9 L ROBERTO LOAKS P.E 1432 WOODFORD RD LEmSVXLE NC 27= 414. 697-WAg M n..0 -asp.= SIGNED: 06r,21201707j J'i GENSF9d+ O. . Lv F 0Rot # A ` l a\` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE CA I tIllUM lly 1 cPilum 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4• MAX. SHIM SPACE OR LING L TO BE SET IN BED OF PROVED SEALANT 1 1 MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4" MAX. r SHIM SPACE REASONS RE' DESORPrIoN DATE APPRIM A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 71111IIIr/I 650 WEST MARKET STREETLCii GRATZ. PA 17030 s: v .E,Elvs 9'p SERIES 430/"0 XIX SGD D/51 t 143" x 96" RCED FLANGE INSTALLATION DETAILSATIONDETAILS f_ . oTATOF F• ona No. F.A. 08-00503 t0 ioR1o; • 2 i SS ' • ' scuE °"iE E NTS 02/23/09 —7 OF 9 L ROWRTO LOMAS P.E. 14T2 WOODFORD AD LEWLSW9LLE. NC 270?J LUI3 R. Lomas P.E. 4744660609 Aoma v"., P.m FL No.: 62514 1 1/2" MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS A a' 1 1 /4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1 a wLx. E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON -\ MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16' TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS i1 1 1 MIN. EMBEDMENT 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLATION 1 /4" MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REMSONS REv DM RPT" DATE AWR6Va) A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2: PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/2?./2017 MI WINDOWS DBELLC 1R I l,0/ z50wES MARKETETS . GRATZ, PA 17030 CENS 9s 0 61or+t = SERIES430/"0 X1X SGD 143" 96' REINFORCED I FLANGEN57ALLATION DETAILS 7AT OF pE :tug i'' P F( D RM't • \ DRAYIhamN0. REV O8- 0001503 E i SS ONA1 G`\ SCiuE a1E NTS02/23/09 y8 OF 9 L ROBERTO LOMAS P.E. 14M WOODFORD RD LEWSYXLE NC 7,dM sv- 68s4w raanr am np..00 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 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16- EXTERIOR — — PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP REVMXM REV DESCRIPTION 0A1C APPPWM A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 ILL. ' C ADDED FLANGE INSTAUATIONS 12/06/13 R.L. D REVISED INSTALLAMN DETAILS 05/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 RL I 1/2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT I HOOK STRIP S10 WOOD SCREWi EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKIV/OOD FRAMING NOTES: 1. BVTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CURRY. Z 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 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAMI: 0'NC N0. F.A. 08-00503 LE NTS IWE 02/23/09 JUW9 OF 9 I. ROBERTO LOADS P.E. 14=WOODFORD RD LEWISVILLE. NC 270M r,ee.0co rOPmaaQylwrwr d a SIGNED: 0612212017 R I ILIO i4f STAT SE • OF t 0. Luis R. Lomas P.E. FL No.: 62514 l FLORIDA 011PAPITMONT OF IE RegulationBusiness & Professional r ra a i 8CIS Home I Log In I User Registration i Hot Tbplcs Submit Surcharge Stats h Facts I Publications i F13C Staff BCIS Site Map I Links I Search N " ProductApproval Florida uuu IuSER: Public User Product Approval Menu > Product or Aoollcation Search > Application Us t > Application Detail 0 OFFICE OF THE FL # FL9174-R12 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/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA- 108 2012 DASMA- 115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Eauiv WD2017-001112 Evaluation Reoort - 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 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 40231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 li 0228-318958-P8 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0229-318959-P9 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 I1 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0230-318960-P10 S.odf FL9174 R12 If 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 IT 0231-318996-P6 S.odf FL9174 R12 II 307494 1311 Track Suoplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19 Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 11 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.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 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0235-319023-P7 5.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.Ddf FL9174 R12 11 319040 Pl Post Istall Instructions sioned.DdfImpactResistant: Yes ' - C. =" FL9174 R12 11 324620 P16 lamb Connection Supo sioned.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-136 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed,odf FL9174 R12 II 324620 P16 Jamb Connection SupD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0233-319000-P6 S,ndf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 Jamb Connection SUDo sloned.DdfImpactResistant: 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 WD2017-001112 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 IS' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 li 0236-319024-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Suoolement Chart sioned.Ddf FL9174 R12 II 319040 Pi Post Istall Instructions slaned.DdfImpactResistant: Yes FL9174 R12 lI 324620 P16 Jamb Connection SuDp sloned.DdfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 40237 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.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.Ddf FL9174 R12 11 319040 PI Post ]stall Instructions signed.odfImpactResistant: Yes FL9174 R12 11 324620 P16 Jamb Connection SuoD sioned.DdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 11 324620 P16 Jamb Connection SuoD sioned.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F1,9174 R12 11 0601-319027-P5 S,odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Supo sianed.odf Verlfed By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent.Thlyd Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 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 II 0602-319028-P6 Saidf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 iI 324620 P16 Jamb Connection Supo 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 WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.14 15120/3 140/6100/9100/9400/9600 16' Maa x n top o0r Intermediate se Max height. secn. Ion height 24". Glazing 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 i. designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0603-319029-P6 S.pdf FL9174 R12 II 307494 P11 Traci; Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suon sianed.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. 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 11 0604-319030-P6 S.Pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 li 319040 P1 Post istall Instructions sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo sianed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 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 Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0605-319031-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart sianed.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 IS' 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 I. designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174 R12 iI 0606-319032-P7 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 lI 319040 PI Post Istall Instructions sianed.pdf FL9174 R12 iI 324620 P16 Jamb Connection Suop sianed.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 9174.13DF Created by Independent Third Party: Yes 9174. 18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0609-319035-136 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart signed.odF Impact Resistant: Yes FL9174 R12 tI 319040 PI Post Istall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection Suop slaned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9a Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S,odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 PII Track Suoolement Chart sioned.adf FL9174 R12 lI 324620 P16 Jamb Connection SupD sipned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 fI 307494 P31 Track Supplement Chart signed.pdf FL9174 R12 Ir 324620 P16lamb Connection Suoo sipned.DdfImpactResistant: 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 WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach tuck[ Contact Us :: 2601 Blair Stone Road. hllahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Coovtlaht 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 emalls provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 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 I. Introduction/ Scope 014 0..•''VGENSF •••!L19 No.46718 ( P STATE OF S/ONAI. E? 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. Il. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA.108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80 psf 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 psf 43.201 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation FL 9174.E FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16' x 8' 18, x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.001 33.50 Psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes ON D Table 1 B — Doors under Evaluation icENSFyO NO. 46718 CP STATE ofRION 2 S TONAL 0A . FL' 9174.11 FL 9174.12 - FL 9174.13- ` FL 9174A4 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' xH Design 26.90/ 41.00 / 15.30 / 23.00 / 39.20 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6" Impact No Yes No No Yes Ratin Q- Table 1C — Doors under Evaluation =r o FL 9174.16 FL 9174.17 FL 9174.18 FL 9174`19 FL 9174. 8, 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 I — Doors under Evaluation C. Conclusion ION •. Ty ''' C,EN yF'•O2f 'i No. 46718 CC STATE OF _11 FCORIOP • N 1011111A to U) I 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 5t' Edition 2014) and 6v' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door i Corporation. Specifically, I 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any j company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. Sincerely, 14 L,-:Z"4 Gordon Thomas, P.E. FL PE # 46718 1. NON-4UPACT RESSTANT GLAZING OPTION - .090' MNINU M SSB GAZING N MOLDED FRAUES SC EW M 13 CA HORQ ANGLE - TOGETHER LATH A MINIMUM OF (6) FN1• SCREWS DISTµLED IN TOP ORNWRMEDIATE SECTION (/OTH OR YLTHOUT DECORATIVE NSERIS) UEETS UNIFORM STATIC DESIGN PRESSURES SHORN ON THIS DRAVRNC. GLAZING 13 W FLAG ANGLE SHALL HAVE A MNOYUN HEIGHT OF 1173• AND A MAIGMUH LENGTH OF 1L75r. GAZING IS NOT IMPACTRESISTANTANDDOESNOTMEETTHEISFOR 16 CA ION HOWL• TRACK VAND-BORNE GERM REGG11 3/1EFT-] '• L WAR RESISTANT GLAZING OPTION - IMPACT LAG RESISTANT GLAZING SYSTEM MAY DE INSTALLEDINTON ION 3 AS M INTERYFDIATE SECTION (WM OR 4JMOLFT GEO(21ATIVE SH07N) ItLSERTe GLAZING SHALL OC 1/4' YAKRGON-AR 10 CA MN VERT. UA TE OF EDAM. LIMING 19ALL HAVE AHEIGHTOF1531' AND A LIATAND LENGTH OF TRACK 30.0r.11xitu'. GLAZING WACT RE95TANT AND DOES MEET THE REQUIREMENT FOR WN7-BORE OE9G5 REGCNSI e/16x1-5/e• LAG, SEE OCTAL E ON SHEET 2 FOR ASSEMBLY DETAILS SCREW AT EACH GLAZED SECTION REOUDES REINFORCEMENT BRACKETS JAMB RRAGO=T ATTACHED TO U-OAR ON LIPPER INTEGRAL MO (SEE DETAIL 0 STEET 2). 16 GA J-STRUT SCIECED 1D TOTER 1/4-2W/16' TRACK ION6fIEGRALRIBOFCTION AND OPDHATW 510.E TO 9E BOLT AND 1/1-]D HFX FACTORY NSrAUED. SHALL FEND INSTALL (1) NUT AT EA J JAMD T/4-uiT/r SELF OMLiNC C TUPMTE SCRET7 To ATTACH DtACIQT loCA710N THE J-SYRUi TO THE INTEGRAL ROD AND OPERATOR STILE AT ME CE47EMUNE OF ME DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAX=M OF e' O.G OUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/IC TO MEET NEGATIVE PRESSURES. 4. KEY LOLL SINE LOLLS, OR OPERATOR REWIRED. 15 CA SIIFFEMEO S. SECTION SHALL BE CONSTRUCTED MTH FOAMED IN JAMB BRACKETS PLACE POLVURETHANE FONT INSULATION CHEMICALLY SEE SCHELDULE FOR WKOED TO 30 CA MINIMUM FACER SIFEL AND A QUAWTY, LOCATION, POL11A111NAE BACERL OR 32 CA STEM 9ACKEL END AND TYPE CAP TO HAVE A WNWUM 1.1. DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOC6 ELEMENTS SHALL BE ME RESPONSIBILITY OF THE BOTH ENDS (NOT PROFESSONAL OF RECORD FOR THE OUADING ORENT RmLwED WTH OPERATOR STRUCTURE AND IN ACCORDANCEY6TH 9ULORG SEE NOTE 4). SLIDE CODES FOR THE LOADS LISTED ON THIS DRAWING. LOCK SHOWN FOR 7. DOOR JAMB TO BE MINIMUM US STRUCTUIAL GRADE CLARITY LUMBER. REFER TO JAIm CONNECTION SUPPLEMENTFOR MIL(4) SECTION SOLD ATTACHMENT TO SUPPORTING STRUCTURE. DOOR SH .SEE STREET 2 FOR U-BAR LOCATIONS A LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED ON DOORS MTH ODER FRAMES SCREYBD TOG MER WTH A IRONLL OF (6) SECTION OUANTITES AID 6f1' SCREWS INSTALLED IN THE BOTTOM SECTION. SEE NOTES 1 AND 2 ON THIS SHEET FDA GLAZINGLOUVERSAREHOTIMPACTRESISTANTANDDONOTMEET ME REOUIREENT3 FOR VEND -BORNE DEBRIS FtEGON3. O TIN11 LOUVERED SECTION REWIRES OPERATOR STILE TO BE ORFACTY NSTALLM AT THE CFNTERUNE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAYDOORV07M DOORHEIGHT LIN LOAD EACH JAMB (PLF) 16•-O• ALL 207.7 -230.4 la-0• ALL 161-3-201J 121-61 ALL 155.4 -1 2A 10•-0• ALL 1295 -141.0 VVVV1111111f1!//// NO. 77945 S a•. n- ATE 0 F0417110LI. 1. MOIL ro c u 0.• K HTp6 PRORDISI M W02W3 SEAL FRC=D ONLY FOR VvmCA KF a4nDPD mK6TIm0me IC.,.. SEE U-SAR NOTE ON SHEET 2 FOR U-Wt INSTALLATION CA ENO CAP F AT EN fCAPS AN TYPEATENOCAPSAND 00770E REENTER. ED CENTER HINGE GAUGEANDADDEDLOUVER OPTION. AGH TER 6 TOP SECTIGIJ 0. Ap/ a) ts SUPERIMPOSED l 1 GA OPEMTOR 570.E FACICIY TENERS AND CENTER DES REQUIRED FOR , 1904FR DOOR 1RDDIS. 1 5/10/06 ADDED IMPACT LtTANCE TO OOOIE ISO MODEL 1100. IDLED NOTE I TO 3E THAT LOUVERS NOT IMPACT WANT. 6/6/07 MODIFED JAMB 1CKET SCHEDULE FOR OPTIGF, ADDED LXR ICE DETAIL SHEET 2. 4/ 17/03 ADDED IMPACT r TO r-9'. ADDED HIGH UF7 AND ROOF ITCH TRACK NOTE CRT 7/22/O8 P9 UPDATED TIME BLOC( CART a/:9/ID P10 EIU ADDED6LQ5,0.S, AND U3XL ( 5) CENTER HINGES PER JORIT BACKER NOTES RECLINED ON DOOR Y07MS CRCAfER MAN LSC e/27/2017 W- 0'. I CENTER WaES PER JOINT EW RIREDON DOLL LATHS LESS MAN OR EQUAL TO 1T-0'. JAMB BRACKET SCHEDULE DOW HEIGHTNO OF S gRACKEIS EACHJAMSLOCATION I TRACK BRACKETS MEASURED FROM BOTTOM TYPE OF TRACK ML DIMENSIONS t Y) r- 0 4 6 O JB 1 01 . 25-1 JB , 34 JB , 45-1 4 OI , 63 J 0• 4 6 FAT ! , 10" J 11-3 4 JB. 21-3 4 J 41 J 63-1 4 J r- 0' S B C JB 13• C J 34 JB 47-1 4 O. 5r' J CI, 75 J r- 0• S B FAT i JS 21-3 4' J . 29a 4' J 4e- (,ft 57-1 4- EJBN 65 J 73-1 JB 6- 0' ON LIFT ROOF PTTCH SEE NOTE EDN FGLLQVANO DIMENSION DENOTES SLOTTED JAMS BRACKET ATTACKED TO TRACK WTH 1/4-20N/16' TRACK BOLT AND NUT. FOLL07MNG OWESION DENOTES CLACK INSTALL JAMB BRACKET INSTALLED N MiERFLY SLOE NO ADDITIONAL HARDWARE MEMO TO ATTACH TO TRACK. DOORS NTH HIGH UFT. ROOF PITCH. AND/ON CKATER THAN r N HEIGHT REQUIRE USE Or CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CURT FOR DETAILS. STATIC PRTSSIIItE RATINGS APPROVED SIZES SOME N.LS SIZE. A Wayne DESIGN (PCP: +25.90%28.60 MAX TtW7H: 1C-0" DATE NAME IT (PSE} +36.85 -4J.20 YANK NEGHT: 3•-9' lMAR7E 3/R/tTe CART Dalton. IMPACT/CYQ1C RATED (YES/NO): YES MAX SECTION HEIGNT'. 21' ECIKEO 4/6/06 MRB s( GARAGE DOORS MODELS 5120/9100/9605 SHEET 1 Of 2 mVL90N OF OVERHEAD DOOR CaU 3393 AD(FSON DRIVE POGACOLA, FLGODA 323" e50 474 90 WINDLOAD SPECIFICATION OPTION CODE 023E ORAWN0 PART NO. 318960 REV• P10 13 GA ADJUSTABLE TOP R/10E U-BAR OVER Of1EGRAL RB 13 CA ADJUSTABLE FDI1URE ATTACHED TO OM TNC (B) PRE -PARTIED TOP HXn6E PRE -PUNCHED NOTES HOLES EACH FND FACNO UPWARD IN BDTTOM 6 lF-BAR / AND ATTACH MRU END CAP AT M (2) 1/4-14x5/11' EACH END WITH (2) 1/4-14x7/B' /.. CRI PTITE STEINS SELF DRILLING NPDM SCREVIS r FOR STANDARD TRACK AND (3) a 1/4-14x7/{' SELF OGLINC CTmPTFTE SCREWS FOR LOW HEADROOM TRACK (2 OF TBGCH . ARE USED TO ATTACHED THE TON DETAIL A BRACKET AS AWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTA(SEO TO USED ONLY ON IMPACT PRE -PUNCHED HOLES IN TOP OF U-BAIT CE U-BAR OVER INTEGRAL RIB WTH (LAZED SECTION - 11 1VM (2) 1/4-14r3/B' WPTTfE SCAi116. THE (B) PRE-PUIM)IED HOLES EACH Elm GA REINFORQNFNT USE 0 HOLE IN SLIDE TO E7NSURE FACNG UPWARD AND ATTACH THRU END BRACKET ATTACHED PROPER AUGHMCIT OF ROL(ERS CAP AT EACH ENO WTH (1) 1/4-14a7/B' %1T H (4) r1417/eSELFDRILLINGCF20MMSELF 15 GA HINCE ArTACED / E2=nON1 U-BAR ARCED OVER TOP PTTE SCREWS (2 B miH (4) 1/4-14d/B' RIB ON THE BOTECM SECftG1 SHALL ONLY THROUGH ROTH RIYHCRIM(7E 5CNE16 (2 0! BE ATTACHED MPH Elm CAP AT EACH BRACKET ANBI U-OAR) 1UGON ARE FAG70RY END WTN (1 T 4-N4x7/B' SELF DRILLING ATTACHED) CRMFTTTE 5 V LOGTE9 ON THE DETAIL G ROTTOM FLANGE OF THE U-aAR NOTE- DUE TO CLEARANCES REO.rRED TO 2' NYLON STOREAGL! 7 INSTALL SCREWS AT THE ENDS OF THE ROLLER wM 4-1/2' STEM DETAIL R U-BARS, ALL U-BARS SHALL BE INSTALLED CH SECTIONS PRIOR TO INSTALU" ROLLER SUDFS AND TOP FOIUIE ON THE U-BARS. SEE ATTACHMENT NOTES Oil THHS STEEL 19 CA HINGE ATTACHED U-BAR OVER wTt (B) 1/4-I015/B' _ CI SCREY6 (2 OF wTECRAI BB AND ATTACHINTEWTH (2) 1/h28AS/B' . OPTITEVHCHARE FACjVVGCH PRE-PUN 4EDHO SHRURE-PUNCHED µHE ATATTACHED, 3 O INIOMEDAIE FHWCE ARE MO IRSMINTOFACT LOCATION (1 THRU FLANGE TOP LEAF. APO H N I FIElOLLLD OF U-BAR AND BOTTOM IHwcE LEAF AND 1 TOW MRU PRE-wnHOLE NEB OF U-BAR AND IN U DETAIL C UMCRAL RB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED wM ' p 3 1 E141551, PLACE U0" OVER INTEGRAL RIB WIN TOCLEARBOTf0M1BNOTC)iRACKET TA BRACQ7ANDATTACH 711TW END CAP AT EACH Om WTN (1) 1/4-140ff SELFORBLINOCROPTES31EWASFOR IMPACT {ESSTANCH, SHOWN AND USE (1) 1/4-14x7/r SELF BOTTOM BRACET MUST BE _ SOIE6E0 TO THE BOT70M - • DRILLING CLWFM SCREW ACRES THE BOTTOM OF THE BOTTOM WAR AT LL- BAR W7H EACH PRE-PUINC EO HOE AT EVERY 2) I s-14x7/B' SETF DETAIL D HINGE LOCATION. USE (1) 1/4-2016/B' C O1 f0/ TE SCRENG SEE IMPACT ROTT01l BRACKET CRIMPTITE SCREW AT ALL OTHER PRE - PUNCHY HOLE LOCATIONS DETAIL THIS SHEET. e'•. L.1GENyF'•,j ND. 77BI8 STATE OF • ((7` ls ' ONAL W•\• 437E H TY ROAD IN 11PIWT HOE CHO FL m 77ND . 1'E H7r4 FROFEMOAL RIO®1'f AIR. PROVDEO OlY FOR 1T10aCAPO1 w HNCLOAa c—i—mm DGTA 4 MIN STARLESS MTN STAINLESS RACRUBBERR WASHERS 3-7/ y' O.C. MAX—>< 1/r READ CE /F ULrRACLAZE SSG400C STRUCTURALSEALANTOREQUIVALENTFACER STEEL DETAIL E 1 1/ 4-74x7/Y SELF DULLING WMPTIE W AT CENTER LINE OF DOOR TORU J-STRUT NN OPERATOR BRACKET. mun. J- STRUT IE SCREW ONLY REOURED ON IMPACT GLA2ED SECTIONS SEE NOTE 2 SHEET 1 X0,'. DETAIL F ATTACH BOTTOM BRACKET TO BOTTOM V-{AR W1H (1) 1/4- 14x7/r SERF DRIWNO CRIMPTTTE SCREWS ' IMP A T BOTTOM BRACKET REMSIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U-RAR FASTENER TYPE AT END CAPS AND BDTTON RETADFA CHANGED CENTER W E GAUGE AND ADO® LOUVER OPTION. CHANGED STRUT IDENTIFICATION LEM40D FROM COLORED PAINT TO STAMPED NUMBER OTT 3/{/ 06 PS ADDED 7MFRIIPOSED DESIGN PRESAGE LDADS ON SUPPORTING STRUCTURE AND5) SECTION ODORS CLARIFIED NUMBER OF FASTFNC76 AND CENTERBD w1N ({T3'. iB GA. HONCES REQUIRED FOR 167 (1- BARN LOCATED OVER INTEGRAL RIBS AS NARROWM DOOR WIDTHS. fB S/ 1O/De 4) SECTOR DOORS WTH (5) 3'. la CA. goKg IFIIIARS LOCATED OVER INTEGRAL RIDS AS V-BAR wiTAOHMFNi NOTES 1. ALL U-BARS SMALL BE PLACED OVER INTEGRAL RBS MID ATTACKED TWIN PEE -PUNCHED HOLES WTHH (2) 1/4-I41D/B' CB JPrnTE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4- 14x7/r SETT DRILLING WMPDIE SCREWS AT EACH END CAP (EXCEPT ROM U-BARS ON BOTTOM SECTION - SEE OETAJL B AND D THIS SHEET). (Z) 1/4-14x5/r CRWTTTE SCREWS APPROXIMATELY MIDWAY SEWER ENO OT DOOR AND INTERMEDIATE HINGE LOCATKK AND (1) 1/4-14E/8' COMPOTE SCREW APPROXIMATELY Or FROM EACH EMm. FOR DOOR WIDTHS GREATER THAN IT-D'. THERE SHALL BE A TOTAL OF ( 2o) SOMS, AITACHNO EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION 94AL HAVE A TOTAL OF (16) SIRENS EACH FOR DOOR VDIHS LESS THAN ON EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (1{) SCREWS ATTACHING EACH U- BAR EXCEPT EPT BOTHU-{ARS ON BOTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER 1LICrOW TRW 7- WITH THE EXCEPTION OF THE (B) P&L -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF INC ROLLER 1/4' POLYCARRONATE SLUES AND THE (({ PRE -PUNCHED HOES IN THE BOTTOM Of EAON Qm USED F THE ATTACHMENT OF ME TOP FGIUXE AND UNLESS NOTED OTHERMSE ON M133 SPECFTCATION ORAV@ir, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR PATH 1/4-1416/r CIPPTITE SCREW& 1 10 CA U-BARS SHALL BE STAMPED '4r APPROOMATELY B' FROM EACH ENO. Wayne Dalton. GARAGE DOORS DIVISION OF OVERHEAD COON 00 JIM ADDSOJ DRIVE PRESSURE RATINGS N.T.S. 07 IOOIFED 4A1O NET SCHEDULE FOR O T1OL ADDED ILO x DETAIL SHEET 2. 4/17/ 05 CODED IMPACT STANT GLAZING. B1 TEXAS LICENSE BER TO TITLE BLOCK. 4DED LOUVER NOTE EASED MAX HOOP V-B'. ADDED HIGH AND ROOF PITON x NOTE 7/22/ 08 JPOATED TITLE BLOCK MODELS 5120/ 9100/9605 1 °"661 c "' DRAVdNG PART NO. I REV. WNDLOAD SPECIFlCATION OPTION CODE 0230 318960 P70 PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX 12" MAX 12" MAX I I 12" \ i' MAX 12" MAX 12" MAX T-- -V CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWATIR L KORMSN. PE sin CODNW ROAD 160 MwsrT MWIL ow R PE T7943 T% /Q 1174U PRammooL O10DIMWs SEAL ROVOEO OM.Y FOR VOUMATION Di VNOLOAO 00Wtft ON DEMO.& CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS— 11 GA MIN CLIP SEE SCHEDULE— RSw 0 26" 2 13 GA MIN CONTINUOUS WALL ANGLE x%j1flllf/jj/ NO. 77sas . NZ aSAE OF NAL III ,, fIa'7 CK 1/4"-20 TRACK CARRIAGE BOLT H 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 c•711sy_ DESIGN PRESSURE CHART WIDTH MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18•-0" 46.0 PSF/-52.0 PSF way e D AG ton. G®R8 3395 ADDISON DRIVE a5o 44D918DDAD32514TRACKSUPPLEMENTCHART,PEN l • REVISIONS 1 ANGLE 12; FDOT ATED 6/11/03 UPDATED FORT. REASED ALLDWADLE SSURES TOE i.00/-SZDO'PSF FOR DOOR WDTHS. WGED -TEXAS WALL 0.E' TO 'CONTINUOUS 1 ANGLE'. ADDED ISiRATE MOUNTING AIL. CHANGED TO X HD ANCHORS 4/2/07 RACK CUP MULE 8/21/07 IPOATED MODELS D IM CHARTS. 1TED SPLICE A CLIP I D/OS/07 S TOOF 04/11/08 DTANDED 1-1/2' TO 6' DOOR THICKNESS RT UP TO 14' HIGH. 12/11/06 UPDATED TITLE z 5/2/10 UPDATED TITLE X REMOVED CHART. 11/15/13 UPDATED TITLE x 5/15/17 SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P11 2 3/4" t1" EDGE DIST E60XX MIN. 1 8 2-24 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OFrHOLELOCATIONSINLIEUOFWELDING 4 CONCRETE MOUNTING DETAIL MAYIE 1 XORN15M' PE 457E COUNTY ROAD 110 MOUNT 110PE. ONO it PE 7'71U TX PE 117YR PROPMONAL ENGINEER'S SEAL PROVIDED OWY FOR YEAPGTION 6 wOOIDAD CONSTRUCTON OETANS 3/8" SIMPSON 11TEN HD, 2— 3/4 MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP tAE J J(0 10ENS c •.'i/j . No. 77945 S =_ STATE OF c4ORIDP .•'• _ WayneIII Dalton. GARAGE DOORS 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS(& 50) 74O9I890325,4 REVISIONS INCHACC -LIPS -TEXAS 1 ANGLE 12 FOOT HATED 5/11/D3 UPDATED FORMAT. REASED ALLOWABLE SSURES TO 1.00/-52.00 PSF FOR DOOR WIDTHS. WGED "TEXAS WALL LE' TO -CONTINUOUS 1 ANGLE'. ADDED ISTRATE NoUNnNc AID CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS GBDO 1 8024 VMITH OVERLAY TRAOC CLIP LEDULE 8/21/07 UPDATED MODELS Tb IN CHARTS IATED SPLICE h CUP UPDATE MOUNTING AIL DRAWINGS 10/O5/07 UPDATED CHARTS TO ONATE THE USE OF 41 OUAC TTHHECED IRD). 10/24/07 UPDATED STEEL IN71NG DETAIL 1 04/11/08 EXPANDED 1-1/2' N 1/8• DOOR THICKNESS IRT UP TO 14' MICH. 12A I /08 ADDED MODEL 870a IATED TITLE BLOCK 8/2/10 X. REMOVED CHART. 11/15/13 UPDATED TITLE 8/15/17 SHEET 2 OF 2 DRAVANO PART NO. I REV. 307494 P11 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FL.ORIOA 32514 B50) 474-9690 jNE- J K0 No.77945 =_ STATE OF 4 s''•40RION . 'xl AL 1nwMu OWATNE A EORRm1, PE 43" COUNTY ROAD Aso MOM HOPE. ON EL PE 77943 TII E 117UB 1 6' MAX FASTENERS PERll—SCHEDULES 1 THRU 4 MAXIMUMSPACING 6- MAX RHEADER LOCK LUMBER a' a• 2) 3/8' SIMPSON TRFN HD SCREW ANCHOR WITH A 1 1 4' WASHER AND A MINONM EMBEDY DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4•. DETit MINIMUM 2500 P57 Cf1NGRETC NOTE' MAXWUM DESGH LOAD CAPACITY OF 2063 LBS MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR ATTACHMENT To WOOD SUBSTRATE OR MINIMUM 2xll FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU. TYP. SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT DOOR WIDTH MWMUM 2s6 //] HEADER LOCK SOUTHERN PPIE LB ACKET wY 7Y 4'(4' C 4 4) 3/6' SIMPSON TITEM HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 4-. DETAIL 7 MINIMUM 7000 PSI CRO rt FI LFO Q NOTE, MAXIMUM DESlGN LOAD CAPACITY OF 2400 LOS. MIND/UM 2x6 /3 q HEADER LOCK SOUTHERN PINE BRACJCET LUMBER. 1• 4• 4) 3/6- DIA. LAG SCRM WITH 1-t 4' 0.0. WASHERS. LAG SHALL HAVE A MWMUM PENETRATION OF W1-9 2- 114M THE MAINORTMEMBER OE7dIL,3, CN LOAD CAPACITY OF 2430 LBS SHEET I OF 2 rurrvrn REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 JAMB CONNECTION SUPPLEMENT DRAYANG PART N0.' REV. VERIF'SORAL ww+ma5 SEAL mRovom Z FOR 324620 P16 vaFESSI IA OF AD AL P ROrnOX OEY FO Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE d1m. MAX ALLOWABLE FASTENER LOAD MAY EXi23' ' THE DESIGN LOAD OF THE STRUCTURE_ DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD-\ FOR THE STRUCTURE 1 3/8' SIMPSON TITEN NO. 2-3/4' MIN EMBED. WIN 6• BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET 1/4-20`9/16' TRACK BOLT ANI/4-20 HEX HUlO / TRACK 2 3/4' EDGE I J KOR se 4 = No 77945 i[ srpTs OF DRAKE L xa"m, rE 57a COUNTY ROAD 1w MOUNT HOPE. GM0 R PE 77145 TX PE 117MA PRDFT540NAL fNOP+EER'S SEAL PROWOEp OIEY FOR nCnnON OF •1CLDAD BONSTRDCTIOR DETALS MIN 2 a 4 SPF (G-0.42) OR BETTER WALL STUD ROM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE - EXTERIOR 5/I6' LAG SCREW WITH 1-9/32- EMBED N CENTER OF STUD (t 1/4-) FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1 /4-20.2/16' TRACK BOLT AND 1/4-20 HEX N TRACK 091Ff.T W000 MRINON - OET MAY 420 ac pER . FACTFMER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCKESC6/15/17 DRAWING PART NO. I REV. 324620 P16 It 1 /2/2018 Florida Building Code Online VBCIS Home I Log In User Registration' Hot Topicsj1Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sean Florida d c r v-20Product Approval 1 USER: Public User r` :% toa Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method 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, NJ 08902 732) 435-1000 Ionberrian@slbp. com Windows Single Hung N Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name'who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden 54 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 l I Sections from the Code https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 1/2 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.3 Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. 19715.4 I Series 70 Model 2127 Single Hung Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installations Instructions and Product Evaluation Report for design pressure tables and limitations of use. Description Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD002 SS 2017-06-15.od Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Installation Instructions FL19715 R3 II SWD012 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4807 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 II SWD010 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4805 SS 2017-06-14.Ddf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 lI SWD011 SS 2017-06-14.Ddf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licem under Chapter 455, F.S., please click her_. Product Approval Accepts: W3 ® iChs] M Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOIERANCE OF tln 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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WRH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/B INCH. SHIM WHERE SPACE OF I/26 INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. IFIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 1-29INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. FIN INSTALLATRNL• FOR INSTALLATION INTO METAL STUD USE 08 NSELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3PNTRANBEYONDMETALWALLINSTALLATIONSHALLMAINTAINMIN. 3/3- EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCKTO CONCRETF/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ( TW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 2 3/4- EDGE DISTANCE THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF - TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM O 3 THREADS NE7RATION BEYOND METAL WALL - MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, SAICK VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS 9 4ALL NOT BE USED IN SUBSTRATES WITH STRENGTH$ 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 GRAVE' OF OSS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3D00 PSL C. GROUT - FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSL D. HOLLOW BLOC( CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSL E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47. 5 MIL (0.047R' w 18 GAUGES MIN. 1/2' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITKTHE 6TH EDITION FLORIDA BUILDING CODE (FBCL EXCLUDING HVIR AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMAlC5A 101/IS.Z/A440-08/I1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREUL REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS W HVHZ AREAS, ONE TIME PRODUCT APPROVAL TD BE OBTAINED FROM MIAMWAOE REA OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUDLED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TN EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHAIRS. SEE SKEET 6 FOR GLAZING DETAILS TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS ONWU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLAZING DETAA MAX OVERALL SUE CONFIG. DESIGN PRESSURE MISSILE IMPACTRATING WIDTH HEIGHT36- 64' O/X 35 / -35 PSF NON IMPACT 38' W O/X 50 / -50 PSF NON IMPACT 36' 74' O/X 50 / -50 PSF NON IMPACT 36' 7T OAI 35 / -35 PSF NON IMPACT 44' 62, O/X 50 / -5D /SF NON IMPACT 46' 72' O/X 35 / -35 PSF NON IMPACT 4B' 94' DIX 20 / -ZO PSF NON IMPACT 52' 72• O/X 25 / -25 PSF NON IMPACT 36' 63. 75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL.) 20 / -20 PSF NON EMPACT 72' 62' O/X-O/X 35 / -35 PSF NON IMPACT 72' BA- O/XO/X 35/-35 PSF NON IMPACT 76" 62' O/XO/X 50 / -50 PSF NON IMPACT 76' 72, 0/X-0/X 50 / •50 PSF NON IMPACT 76' 7T O/XO/X 25 / -25 PSF NON IMPACT 80' 74• O/X-O/X 35 / -35 PSF NON IMPACT 96' 74' O/X.O/X 30 / -30 PSF NON IMPACT I08' 62' O/XO/X-O/X SO / -50 PSF NON IMPACT toe• 7Z' O/X-O/X-O/X 50 / -50 PSF NON IAPACT NOB' B4' O/X-O/X-O/X 25 / -25 PSF NON IMPACT 4.1 Silvertjne aAndersen w 1 04 N•1Y44{ 1/11111IL1` L Y 00lly OW* d 6y HO l F. N*wo. Pk 5 W D 0.0 2 R°, „,5°0" eft°a"""°" FL#: FL19715 5HEET: 1 OF 6 MAX FRAN HEIGHT 9! MAX FR. HEIGHT MAX FRAME Imo_ WIDTH 48' ELEVATION SINGLE HUNG WINDOW MAX FRAME WIDTH 96' -- ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 290i4soi RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCHTOP CON1`7GURATLONS FOR ALL 29 4NZ RATINGS, TWIN UNIT CONFIGURATIONS MAX FR HEIGH T MAX FRAM HEIGHT W MAX. FRAME WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW MAX FRAME WIDTH 08' 108, 1I TRIPLE SINGLE HUNG WINDOW SilverLine i fldCf Cfl I Wa•001a 0rt sm1VLV4 w1m NXTH ONN' wtm w OYA2 11t o-i U}i0m u ao Qy Z Z C a<X W Jm F " ww a I. v p w yr— r 8 IIIU LL`SL R o p v h DWG # SWD002 SHEET: 2 OF 6 2' MAX. FROM CORNERS L ll' MAX r O.C. 11' MAX O.C. r MAX 4 1/r MAX CORNERS O.C. 4 1/2' MAX. O.C. r MAX FROM CORNERS I NM M'..2'WITSATt]OhF 2'MAX J7yw+.e.woa.tD.w v oe FROM T HEAD. IAAu. AfO DRL CORNERS ANCHOR LAYOUT NAIL FIN . SINGLE HUNG WINDOW 6- MAX FOMCORRNERS I_ I O.C. AX20'" 6' MAX FROM --{ CORNERS 20' MAX. O.C. L W MAX FROM CORNERST 1 ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 4 L/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG W WDOW I MAX FROM --{ 6' lAX CORNERS I O.C. 6' M 0., Y MAx FROM CORNERS 6- MAX FROM 1 12 3 MAX CORNERS O. O.G 0 Loll 16 l/r MAX 16 1/2"MAx O.C. O.C. 1_ 1- 6' MAX FROM ANCHOR STRAP 6' MAX. CORNERS P/N 50-2995-2 FROM SEE SHEET FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW r MAX. O.C. ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine L,Anderxn rig OW anVEKIP E Dove NWTM921*4-t LWor" hl rw) li m 5 w gz zm a x z I.. r O. v o 0o a J vA / Z µL O G N H o a Mj v LU hLu r- LU o a9 F. is Z c v yG #: SW0002 EET: 3 OF b a A CONCRETE/ MASONRYBY 1 1/2' MIN. THERS EMBEDMENT Slllver Line CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS" 2X WOOD BUCK BY OTHERS tSEESHEET6FORCONNECTIONDETAILS3/8' MAJ. EDGE 8 WOOD SCREW DIST. 7NSTALLATION ANCHOR of l>yl w.wm EXTERIBy T1rERS 1/4' MAX MIN. 3/8' EDGE DISTANCE u ao Z PERIMETER 1/4' MAX. SHIM SPACE SHIM SPACE g 5 6 Q, z a n S -- aSEALANT O.A. BY OTHERS - By 1 N 00 o v " ,. UNIT SASH REINFORCING W j c v io v ` HEIGHT EXTERIOR INTERIOR SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING DETAIL SHEET 6 PENETRATION BEYOND METAL STRUCTURE m o Z& f N Luac, ESEEGLAZING INTERIOR US 6R.5 SELF-TAPPZNG'SCREW aDETAIL, SHEET 6 INSTALLATION ANCHOR d i METAL STUD BY OTHERS, v 5EE SHEET I INSTALLATION p o VERTICAL SECTION NOTE 14 m G 4 HEAD -3X WOOD BUCK EXTERIOR FINISH NAIL FIN BY OTHERS t>J EXTERIOR Z 1- oSEEGLAZINGPERIMETERSEALANTO i DETAIL, SHEET6 BY OTHERS H 2O 71O.A. lii m LL EXTERIOR INTERIOR WIDTH ZOO.A. UNIT Lu HEIGHT w PERIMETER 1 HORIZONTAL SECTION i-ESEALANT BY OTHERS 1\ 1/4' MAX. 4 JAMB • METAL STUD EXTERIOR FINISHZNX SHIM SPACE NAIL FIN I IyI BY OTHERS ii Z z US WOOD SCREW O AlINSTALLATIONANCHOR 3/8' MIN. X WOOD BUCK BY OTHERS SEE SHEET 6F0 EDGE DIST. La lZ CONNECTION DETAILS P• b. CAULK BETWEEN MASONRY I PR` NCRETE/ MASONRY S 7X a MM BCONC rI r WOOD BUCK BY OTHERS 1/2' EMBEDMENT m C oxf 1:: Z N YT vZqVERTICALSECTION00, o 4 SILL •yIWOOD BUCX O NAIL FIN J VV DOO2 SHEET: 4 OF 6 a 10 WOOD 5CREw INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY ' BY OTHERS ............. . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR ( ! UNIT / HEI6HT 1 SEE C AZIN6 DETAIL. SHEET 6 3/4• MIN. EDGE DISTANCE 2X WOOD BUC /5TUD BY OTHERS SEE SHEET 6 FOR U4' MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING 4• SEE SHEET 6 FOR REQUIREMENTS SEE GLAaNC, 1 1/2- Mm DETAIL SHEET 6 EMBEDMENT INTERIOR I/4' MAX SHIM SPACE INTERIOR 1 VERTICAL SECTION 5J HEAD-2XWOODBUCK THROUGH FRAME SEE GLA2ING —\ DETAIL, SHEET 6 EXTERIOR 7,.jr INTERIOR ANCHOR STRAP, AT TWIN 6 TRIPLE CONFIG. ONLY. SEE O.A. PLAN VIEW -ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT RIGHT FOR INSTALL REQ. PERIMETER SEALANT 1/4' MAX BY OTHERS SHIM SPA EXTERIOR FINISH BY OTHERS, 1 1/4• MIN. a EMBEDMENT PRECAST SILL a BY OTHERS '. 3/16' ITW TAPCON c • INSTALLATION ANCHOR a 1`3/4- MIN7 EDGE DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE 20 CA5 SELF -TAPPING SCREW INSTALLATION ANCHOR METALTVBE/STUD OR APPROVED MVLLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR BY SEALANT BY OTHERS OA UNIT WIDTH HOR IZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MU WON THROUGH FRAME 5) 014 PANCAKE HEAD SCREWS FROM STRAP TO 4FRAME, HOLES PROVIDED 2 0000 2 0000TOACCOMODATE #la DIA. 0.500 0.0620 0 ) 4.0020 2.3750 t 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCREIVMASONRY, 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) #10 WOOD SCREWS PER STRAP. MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. SilverLine IwATldenen mplam ara aavccvt Dorf aan racwccc w msu ryl {iY),lY mO 83 < z" I z Q5 4 8z n N 2 N x w e Z•m m c yWj W V m Z < Tom•• P! aWo; o W a W n 1- c c p .o d 1 TNt z CD aTD Z N Y O p U DWG #: SWD002 SHEET: 5 OF 6 INTERIOR INTERIOR SMALL' FRAME 'LARGE' FiRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. VERTICAL SECTION rHN HORIZONTAL SECTION MCMUG STILE 6 INTERMEDIATE FRAME MUWON I-ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72. (O/X)• DESIGN PRESSURE •/- 35 PSF 36 X 84. (OM. DESIGN PRESSURE •/- 35 PSF 38 X 74, (OIX). DESIGN PRESSURE •/- 50 PSF 38 X 77. (0/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-0/X), DESIGN PRESSURE •/_ 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72. (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 1 c - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOW 46 SI-LFJRATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/- 35 PSF STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65: 76 X 62, (O/X-OM, DESIGN PRESSURE •/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. F-- 5/8' 0A. I.6.61w55 EXTERIOR // INTERIOR 0 j p MIN. GLASS SITE Ur TDUS' SETTING BLOCK GLAZING DETAIL 1 NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O.C. SPACING SPECIFIED I5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX O.C. THEREAFTER I 1 1/4- MIN. .. - EMBEDMENT " 2' MIN. EDGE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 U2' MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL p i Silverbne OEwont LKu+:wu"Wix . wft aw? tic ( IA Q w is Z Yu- c Qo, 3 xx uz owG #: SWD002 SHEET: 6 OF 6 S A\\ BUILDING DROPS 398 East Dania Beach Suite 338 AW fecf'Sol'ution in Every Drrop "'A- ''" " - Dania Beach, FL 33004 Certificate of Authorization: 29578 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' j J 11111111,,., DES F. o Z • - o ; 7 Gam. NAL ?` •; HermesN!IJHM, P.E. Florida No. 73778 1. k BUILDING DROPS FL#: FL19715 i A Perfect Solution in Every Drop Date. 06/14/201716 - - a •• Certificate of Authorization: 29578 Report No: '4875' Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6th Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h 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 f BUILDING DROPS FL#: FL19715 A A A Perfect Solution in EveryDrop 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/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS FL#: FL19715 A Perfect -Solution in -Every Drop _ Date. 06/14/2017 Certificate of Authorization: 29578 Report No: 4875 ' Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR it 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 1/2/2018 Florida Building Code Online Business 8 Professional Regulation 5lodda P6 Product Approval USER: Public User I rt ' I- 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@alummumcoilsinc.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 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 Q4 T4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 1/2 1/2/2018 Florida Building Code Online Date Submitted Date validated Date Pending FBC Approval Date Approved Date Revised Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please dick here-. Product Approval Accepts: IF_V--_Rj El https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES En& 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 Slate 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. CREEKALUMINUM COILS, INCSoffits0TECHNICALSERVICES, 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 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 anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in?, lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ttt%J1tt111t11, 9` E fv PR' F 2 017.0 9.01 No 74021Ats 10:06:18 04'00' STATE OF T'•.Al4 O P .• : Zachary R. Priest, P.E. R . C? .` Florida Registration No. 74021 11110Ng1 E `` 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 Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) 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 11 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 11 Location 11 Location 11 Location 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 I /— Fastener Fastener Location 11,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 pso Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap 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 0 072-inch dia x min. 3/16 12F-1 Max. 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. 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 Max. 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. Max. One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-3 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced head dia. trip nail spaced 48- 64.2 panelandsecuringeachpaanel llapp inch o.c. ALC15001.3 FL12194-R6 Page 2 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. 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 16-inch Wood staples in diamond Ion x 3/8-inch head diameterg screw spaced 16-inch o.c. Wood 1/4-inch crown staple dia x min. inch0.0adpatternspaced24- connecting soffit to J-channel spaced 8-inch o.c. dishheaddia. trip nails aced 48- spaced inch o.c. p 64864.2 inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1 75-inch x 16F-1 Max. 12-inch Masonry One (1) 14 ga. 5/8-inch long T nail spaced max. 8-inch o.c. Wood 1-inch le staple spaced max. p. 0.072-inch diameter finishing nail with min. 3/16- 53.34-inch ocand securing each panel lap inch head spaced 12- inch o.c. Max. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4- inch o.c. and securing each finishing nail with min 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. t25. 6 inch o.c./16-inch O. C.ochead dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 16- inch 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 spaced 24-inch o.c crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC 15001.3 FL12194-R6 3of8 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 I Eave Connection System Panel I MDP psoNo. Width Substrate F-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 1.75-inch x One (1) 18 ga 1/4-inch crown x 0.072-inch diameter Max. One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 16F-5 16-inch Masonry spaced 8-inch o c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) min. 1.75-inch x Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- inch head spaced 43.3 spaced 16-inch o.c. 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP psiNo. Width Substrate J-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 1 3/4-inch Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16J-1L16inch 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 MDPNo. Width ( psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/447 Nominal 1x2 crown x 1-inch leg Three (3) 18 - inch No.2 SYP anchored to staple spaced 12-inch o.c. securing One (1) 18 1l4- One 1 min. 1.75-inch x 24F-1 Max. Wood crown x 1-inch1-inc le staples ingp rafter with one each panel lap Wood ga. inch crown x 1-inch 0.072-inch diameter 12-inch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch finishing nail with min. 3/16-inch head spaced 80/-90 spaced 16-inch o.c. shank nail x 0.072-inch diameter o.c. 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- inch x 11 ga. No.2 SYP anchored to 12-inch o.c. securing each panel lap One (1) 18 ga 1/4- One (1) min. 1.75-inch x 24F -2 Max. 12-inch Wood smooth shank rafter with one Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min 80/ roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch leg sl tapespaced 8- 3/ 16-inch head spaced 76.6 16- inch o.c. inch ring shank x 0.072-inch diameter inch o.c. 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 Max. One 14 ga. No. 2 SYP anchored to 12- inch o.c. securing each panel lap ga. One (ro One ( 1) min. 1.75-inch x 0. 072-inch diameter 24F-3 12- inch Masonry inch long T nail hlitrafter with one Wood inch crown x 1-inch n -inch finishing nail with min. 80/ s paced 8-inch o.c. 1) 7d x 2.25- One (1) min 1.75-inch leg staple spaced 8- 3/16-inch head spaced 76.6 inch ring shank x 0.072-inch diameter inch o c. 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 productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored 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) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 Max. Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16- inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 ps Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0 072-inch diameter 24F-6 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 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psfl Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch inch x 7d ring shank leg staple spaced Nominal 1x2 nail straight -nailed 12-inch o.c. No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. 'X- One (1) min. 1.75 inch Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t60 24J-1 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- le g staple spaced 3/16-inch head spaced iinch x 7d ringn pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing inch x 7d ring shank the nailer of each Nominal 1x2 No.2 SYP ThrThree (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. '/. One (1) min. 1.75-inch anchored to gaThr inch crown leg into the end of the securing each panel inch crown x 1-inch leg staple spaced x 0.072-inch diameter 24J 2 Max. 16-inch rafter with one 1) min. 2.25- x 1-inch staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 3/16-inch head spaced t53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75 securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 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 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 min. 1u" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F 1 8 I I I II \—"F"CHOANNIEL( OVERHANG WIDTH VARIES) 12 F-3 Wood, Concrete or Block, a FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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 SOFFIT STAPLE OPEN RAFTER STAPLES`, 1 ; DIAMOND PATTERN DETAIL3/4• x t/a• ` L3/r CROWN STAPLES 1 USING A DIAMOND Krvm#i sr ars i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4' X 1/4' CROWN FACIA BOARD 1-3/4• TRIM NAIL 8' r:"F" STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' —FASCIA CAPINSTALLEDWITHTHEO.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 ALC 15001.3 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. 12J-1 CREEK TECHNICAL SERVICES, LLC m No. I Installation Detail OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN LCHANNEL 1-3/4" TRIM NAI screwed co soffit PAINTED S.S. 48" with one(1) #8 x 1/2" x 3/8" head O.C. diameter screw, 16" o.c. SOFFR—max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B r KrWEEX SOFFIT STAPLE DIAMOND PATTERN DETAIL I IILI FACIA BOARD ' oar ET%fM STMLCS / i FASCIA CAP - 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA 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 FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD M GA S/ I-Nl l 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA OE T AR. F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16F-3 CREEK TECHNICAL SERVICES, LLC m No. I Installation Detail Min. 3/8" head dia. nail with min. 11,4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block i, FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4• x 1 /a• i DIAMOND PATTERN DDETAILCROWNSTAPLES ` USING A DIAMOND Tvm STAPLESPATTERNFACIABOARD ` FASCIA CAP 16F-4 3/4' x 1/4' CROWNJTRIMMLFACIA BOARD 1 B• STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CAPCHANNELCANBEPAINTEDS.S. 48' INSTALLED WITH THE OCFASCIA NAILING FLANGE UP OR 3/4- x 1/4' DOWN CROWN STAPLE SOFFIT-• 16-inch span WOOD SO 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 1 J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1':j' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'.1- CROWN STAPLES SOFFIT & FASCIAUSINGADIAMOND 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP, REFER / \ TO SOFFIT 1 FASCIA F' CHANNEL DETAIL 8„ SOFFIT: MAX 16' SPAN W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 NAIL) PAINTED S.S. 48- O.C. SOFFrr-max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/tr `SOFFIT STAPLE I DIAMOND PATTERN I FACIA BOARD 1 /' ETVEEN/ ; DETAIL STAPLES / ASCIA CAP 3/4- X 1/4- CROWN 1_3/4- TRIM NAILSTAPLE -8. ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 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- TROT NAIL FASCIA BOARD PAINTED S.S. 1'aj' CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE 1'' CROWN STAPLE DIAMOND PATTERN DETAIL 1 I' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F 1 & DETAIL 24F-4 I'rl' CROWN STAPLE FASCIA CAD; REFER TO SOFFIT L FASCIA DETAIL / 9• \ Nominal 1'a2' SYP • Batten Anchored to SOFFIT; MAX. 2A' F-CHANNEL Raflert vilh one ld Ring Shank Nail at / MOOD SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM NAIL FASCIA BOARD PANTED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT I'Q- CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT 3 FASCIA 24F-2 & DETAIL 24F-5' 1'c!" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAILNominal1'.2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters rilh 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 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT 1-4- CROWN STAPLE I I' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT & FASCIA 24F-3 & DETAIL 2417-6 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1'.2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rallers rith 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'a1' CROWN —FASCIA (AP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO (ANTILEYERED I'aj' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 TRIM NAILDETAILPAINTEDS.S. 24J-1 & 1'c}' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL / Nominal 1' • 2' SYP battens 8 \ scabbed between rand SOFFIT; MAX. 24' I 3/ 8' M ' J-CHANNEL secured wone (t) 7d 7a Mg shank nail stralght- ailed through the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 7d ring ehart\ I k nails too-naOeo on / eliher side of the lattem at the baltenfrafter 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, Ka = 0.85 7. V,,,, 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 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 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 21.7 243 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 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 1 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 511320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50 9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Negative 60 27.2 31.9 37.0 42 5 48.3 54.6 61.2 68.2 75.5 Loads) 20 26.7 31.4 36.4 41.8 47 5 53.7 60.2 67.0 74.3 5 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 21.8 251 28.5 32.2 36.1 40.2 44.5 Enclosed 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 340 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 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 1 23.7 1 27.2 31.0 35.0 1 3.7 1 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 Enclosed 4 40 29.4 34.5 40.0 45.9 52.2 58.9 1 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 : 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52 0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38 9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 195 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 44.8 497 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3 / 4" 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 2r TYP 0,1L"TP 18* BLANK 3 / 8 PROFILE 2 17Y RU a 0000 aoa ooaaa 0000 a0000 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 4 _ 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 112" 1/2" 3/4" 1/8" E1/8- 3/8" 13.75" BLANK 3/8" PROFILE 2115 REF 0 s0• TYP 03STYP 012S TVP o 000a 000 oaooa 000a aooao aaoa END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 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" 04 Soffit Preformed nominal 0 0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 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 P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tii,111i111r"1j#' G Pp`Y • R. • pR i, iEN No 74021 J STATE OF ' 4iJ S,ONA ,,%10 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LimITAnONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 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 ALUMINUM COILS, INC Soffits Appendix A d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l 1- Fastener Fastener Location l 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 Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch 0.072-inch dia. x min. 3/16- t40.0 24-inch o.c. o c inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48 64.2 inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 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 16-inch spaced 8-inch o.c. crown staple spaced inch pandsecuringeachpanellap 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Max. Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch long x 3/8-inch head diameter One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12J-1 16-inch Wood staples in diamond screw spaced 16-inch o.c. Wood 1/4-inch crown staple head dia. trip nail spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c. inch o.c. 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 AttachmentAttachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 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 16F-2 Max. Wood Three (3) 18 ga. 1/4-inch crown x 1- inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced 16-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 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 x 0.072 inch dia. x min. 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch O.C. 3/16-inch head dia. trim nail 25.6 inch o.c. spaced 36-inch o.c. One (1) min. 1 3/4-inch long Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC 15001.3 FL12194-R6 3of8 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ips Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. 16-inch 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- 43.3spaced8-inch o.c. o.c. and securing each panel lap inch head spaced 16-inch o.c. Max. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inchi c. and securing each panel finishing nail with min 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 16-inch 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 spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staple spaced 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.75-inch x 24F- 1 Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0. 072-inch diameter finishing nail with min. 801-90 12- inch diamond pattern 1) min. 2.25- One (1) min. 1.75-inch leg staple spaced 8- inch 3/ 16-inch head spaced spaced 16-inch o.c. inch x 7d ring shank nail x 0.072-inch diameter o. c. 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 ga1/4- One (1) min. 1.75-inch x Max. inch x 11 a. g anchoredto each panel la p pinch Crown x 1-inch 0.072- inch diameter 801 24F- 2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16- inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch 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 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 CREEKALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width ips Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored toorec lock or spaced One (1) 18 ga 1/4- One (1) min. 1.75-inch x 24F-4 Max. Wood inch crown x 1-inch leg staples in rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 16 inch 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond patternp inx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. chinch ail shanknailshOne ( 1) min. 1.75-inch each panel lap 16-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 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 ox 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 AttachmentAttachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 inch spaced 8-inch o c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 9 a.1/4-inch crown through the rafter securing each panel One (1) 18 g,- a. /. One (1) min. 1.75-inch 24J_1 Max. rafter with one x 1-inch le 9 into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 6012-inch min. 2.25- ininch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 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 finishing9 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 9 a.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1 -inch One (1) min. 1.75-inch 24J-2 Max rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 16-inch 1 min. 2.25- staplesbattenindiamond 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 ring shank nails toe- One (1) min. 1.75- securing panel 3/16-inch head spaced16-inch o.c. shank nail 24-inch o.c. 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 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 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 min. IW" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood . Conc - or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 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 3/9* ISTA, W `, SOFFIT STAPLEOPENRAFTERLES 3/4" X 1/4" ; ; DIAMOND PATTERN DETAILCROWNSTAPLESairUSINGADIAMONDKTVEtn/ STAPLES iPATTERNFACIABOARD ` i FASCIA CAP 12 F-2 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' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT- max . 12 - inch span W000 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. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN u I 1—CHANNEL 1-3/4- TRIM NAII screwed to soffit PAINTED S.S. 48' with one(1) #8 x 1/2' x 3/8• head O.C. diameter screw, 16• O.C. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B n SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD STAPLES / AACIA CAP 3/4- X 1/4- CROWN 1-3/4' TRIM NAILSTAPLE '8' ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 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 S.S. I FASCIA CAP SOFFIT 1--j- CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP: REFER TO SOFFIT i FASCIA F' CHANNEL DETAIL SOFFIT: MAX. 16- SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16 F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 11.1" 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. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Conc—r- or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4" x 1/4' DIAMOND PATTERN D ETAI LCROWNSTAPLES1 USING A DIAMOND ETT/ PATTERN FACIA BOARD ` FASCIA CAPLI16F-4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4" TRIM NAILr.-r STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4" 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 If' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"x}' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL F=— CAP; REFER TO SOFFITi0SOFFIT 1 FASCIA j„ DETAIL F" CXANNEL C'^7- I I SOFFIT; MAX 16" I SPAN WOOD--,,-.,,' OOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL } 1-3/4' TRIM NAILJ PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3 nA, `, SOFFIT STAPLE DIAMOND PATTERN DETAIL I I I I FACIA BOARD ' Er IETWEENi STAPLES FASCIA CAP 3/4' X 1/4- CROWN 1_3/4 TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE 10*91221 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 I f' TRIM NAIL FASCIA BOARD PAINTEO S.S. 1'a;" CROWN FASCIA CAP STAPLES SOFFIT- 1— USING A DIAMOND PATTERN; REFER 10 1-at' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 >'' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I"I CROWN STAPLE 7 -- 1FASCIACAP; REFER TO SOFFIT t FASCIA \ 0ErAIL tl Nominal 1SYP I 3 81 Ballen An,1.,. to SOFFIT; MAX. 2l' I f-CHANNEL Rafters wilhith one ld Ring Shank Nail at WOOD SUDSTRATE 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 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK ROOF NABS FASCIA UP SOFFIT CROWN STAPLE 1 ('" TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT 8 FASCIA 24F-2 & DETAIL 24 F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1".2" SYP Batten Anchored to SOFFIT; MAX. 26' F-CHANNEL Ratters rit I one 1d Ring Shank Nad at every Rafter WOOD SUBSTRATE ALC15001 3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT I'et' CROWN STAPLE I t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I'e- (ROWN STAPLE FASCIA CAP; REFER TO SOFFIT l FASM DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters vith one ld Ring Shank Nail at every Ratter 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 PAIN S.S. 1"x' CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1-4' CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 TRIM NAIL SOFFIT & FASCIA PA IN s.s. STAPLE DETAIL 24J- & 1'r!' CROWN ST 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL \ Nomnal I' 2" srP banns / 1..8 scabbed between arse SOFFIT; MAX. tL" ec! 3/8• 1-CHANNEL sured wdh one (1) 7d7d ring Ishanknailstnlght•naded through the nner into the ena WOOD SUBSTRATE of the batten or two (2) 7d \ ring stunk nab toe-naded on either sWe of the banem at the batten/rafter Intersection \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and 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. Vint 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 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 1 -36.7 41.2 45.9 50.8 Enclosed 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) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 521 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 300 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4Positive Loads) 20 10.8 12.7 14.7 169 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 1 13.8 1 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1 14.7 j 17.0 19.5 22.2 251 28.1 31.3 34.7 60 13.1 1 15.4 1 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 HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60 2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0. 42.5 48.3 54.6 61.2 68.2 75.5 Negative 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 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 361 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 467 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 445 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 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 1 -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 84.9Enclosed Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 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 5 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 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 38.9 433 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 1 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 54.4Enclosed Positive 60 20.2 237 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 433 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 47.2 522 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" -T 3/8" J-Channel 3/4" -I r 1/8" HEM T 7 3/4" 3/8- ISOMETRIC VIEW 310 -UME ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 1/8" HEM f 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 01S TVP 0 125- TVP 18' BLANK 3 / 8 PROFILE 2.1 TS RU 0 WTVP o aooa 0000 oa000 aaao n oaoaa oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 0 2V TYP 0.I2V TYP 13.75" BLANK 3/8" PROFILE 2.125' REF o 0000 0000 oa000 s 0000 a0000 0000 ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l 1/21018 Florida Building Code Online lit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear dnof.. 11r'r l U1 Product Approval uxrs USER: Public User Rftu Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived t7 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorlda%20Building%20Code%200nline.html Year 2016 2010 2011 1/2 1/2/2018 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: zr_ 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 N9503 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: pgpt t qn n,,, STi.-z ::•W Robert J.M. Nieminen, P.E. • o A, - Florida Registration No. 59166, Florida DCAANE1983 k ..nun ``ss`. The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinityJERD 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. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I. I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor ShangleO, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras•", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 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 Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to V,Sd = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,Sd = 150 mph (V„It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 mph (V„,, = 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 3532.09.05-1113 Certificate of Authoriration#9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 QOTRINITYIERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 C'f•20'" XT'" 25 XtT'" 30XTr"" 30 IR' LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" r—(305 mm)--(305 mm) 305 mm) i 25 mm} Sealantlant t"(25 mm, ( 1 5 5/8" (145 mm) 5 i&-foard t*vvord T METRIC 131/a" f 131/e" 131/a" mm)J Sealant 1"(25mm) 6 'A„ Figure l 1-3: Use four nails for etxry frill sbingle. Use four nails and six spots of asphalt roofing cement* for every hill shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536 Type U Is suggested. It IL - - - Roolin9 Cement Apply 1" (25 mm) spots of asphalt rooling cement under each tab corner. Figure 114 Use four nails and sir spols of asplall m"ienl on sleep slopa . CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20TM, XT'" 25, XT" 30, XT" 30 IR: Cut Shingles 1"— ), .{ 2" (50 mm) —Remove-. 25 mm)I 1w5a 1 i t11Cap3m) Shingle Figure 11.24: Cul /nits, lben irint back to make cap shingles English dimensions shoran). m WS\ 125mm) itcras 651g shower l 1151 ot N°t'r'°od Q an Figure II -25: Inslallalion of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl•"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 Q0TRINITY'JERD A. 6.5 "XhRCADIA : < yy' y ,:• ._( ., " ;'w+' 4 • y.Y ,'., ."r'i `.!"r:. 1 it 'w L"rb•'.'` iY,' LOW AND STANDARD SLOPE _ STEEP SLOPE Use SIX nails for even hill shingle located :Ls shown below. Use SIX nails and FOUR spots of asphalt roofing ceutc•nt for even' full shingle as shown below. ,lpply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM U 4586 Type II is suggested. 25 mm) t' (25 mm) Nail Line Nail Nml lire i' (25 mm) 1' (25 mm) fture 2: Use si.v nuils.liir ererr,fiil!.vhhq,le. LL figuro j: Uso sir nriils and fuur sppts of aspbalt ruofiug c'enient on steep slopcs. 6.5.1 Hip & Mize for Arcadia'": Cedar CreStTM, Cedar Crest'" 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 "Sonolasticm NPl'"" 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. 203 mm) I f(305 min) Hand -sealing adhesive 4" 1 /4" - 3/4" 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate ofAuthoriration u9SO3 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/O5/2017 Page 5 of 12 6.6 OAR BELMMor& Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. I JIM o Additiotul rods it required. W"(I6 QOTRINITYIERD 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. I! o Additiotul rods it required. W"(I6 QOTRINITYIERD 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. I! poop, map i'm 1- (25 mm) \- Roofing Cement 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest' or Cedar Crest'" IR hip and ridge shingles. For Belmontm IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmontm: Shangle® Ridge Figure I7-I8: Sbangle" Ridge. 1 8• Exposure Remove tape from the right side I ; g•and fasten SECOND Fasten the left side 85/8 RIGHT FIRST LEFT Figure I7-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization#9503 6'" EDITION (2017) FBC NON-HVH2 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 LOW AND STANDARD SLOPE Use five nails for every full Stungle. toVAIPIA04110,0"0 F" I 1.. 25 mm) 58/8" 220 mm) Figure 17-4: Use fire nails jor et eryfull Grand Alanor.Sbangle, Carriage 11ouse Sbangle, or Ceniennlal.Slate TTRINITYIERD STEEP SLOPE Use seven nails and three spins of asphalt roofing cement for every full Grand Manor Spangle. Use five nails and three spos of asphalt roofing cement for even fide Carriage (louse Shangle and Cemennial Slate. Apply asphalt roofing cement 1' (25 nun) from edge of shingle rigure 17-5). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 251mm) 16mm) i 1' 25 mm) 38 mm) or less I.. 25 mn) 85 220 Figure 17.5: When Installing !,'rand ,1lanor Sbangles on steep slopes. use seven nails and tbree spots ojaspbab roofing cement. Hip & Ridge for Carriage House Shanple® and Grand Manor Shanele: Refer to instructions herein for Shanglem Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--( 305 mm)-- --(315 mm)----(305 mm)— j aano cwsmva arruz ann:,aa nncr...ro as L I --I" (25 mm) Release Tape 1" (25 mm)—I NailableT Area LANDMARK TL NorthGate: 131/ 2" 13" 13'/2' 1 —( 343 mm)-- --(330 mm)-- —(343 mm)--j I-- I"(25 mm) 1" (25 mm)— I Ew M,::E Agum 13•4: Use four nailsfor ertp• fill shingle. VIDE 1L1 M 12- 14 314' 12' 1 It ( 305 mm) 375 mm) 305 mm) I T Naiing limits r~ 1' ( 25 mm) Upper nai Ino I' (25 mm)— owernallne AC Nailing aroas for low and standard slopes (from 2:12 to 21:12) Nal bethven upper d lamer Ines as shown atone. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate oJAuthoriration # 9503 6s" EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofino cement for every Cull laminated shingle. Sec beloiv. Asphalt roofing cement should meet ASTNI D4586 Type II. Apple I- spots of asph:dt roofing cement unde each corner and ;it about 12" to 13" in from each edge. METRIC DIMENSIONS 12" —• 143/4"-- 12"-- I' 305 mm) 375 mm) 305 mm) snow tY'lL1r 25mm) 7 Har"PJ"y++ Relea eTape 1 ' 1"(25mm) -- Nail Area For Steep 25 mm) — — — — (25 mm' Roolina Cement QOTRINITYIERD LANDMARK TL 13t / 2" 13' 131/2'= 343 mm) (330 mm) 1 (343 mm) 1 i 1 "(25 mm) 1 "(25 mm) 25 mm) NorthGate: Roofing Cement Figure 13-5: Use sir nails and fourspots of aspball roofing cement on sleep slopes. STEEP 12• 14-3/4' 12" SLOPE I---(305 mm)— — (375 mmj----(305 mm)--I NAILING Nailing mils AREA1 1'( 25 mm) beNtweeW wer 1'(25 mm) + nai fines. W' ZI 1= J. Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nad lines as shown above. I„ 25 mm) 6. 8.1 Hip & Ridge for Landmark*", Landmark" _IR Landmark" Pro, Landmark'" Premium, Landmark'" TL Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge`" or NothGate Accessory 12' 97/8' 305mm) ( 250mm) fi 415116' 415/1G 6' 150mm) ( 150mm) (125mm) ( 125mm) F Notch for Centering 1 131/4' 305mm) Notches for Alignment to 7 337mm) Top Edge of the Previous 1 m) LtheCapfor5'(125mm)Exposure English Dimension Shadow Ridge`"' Exterior Research and Design, I.I.C. Certificate ofAuthoriration #9503 6T" EDITION (2017) FBC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 75/ 8' 196mm) J_ Metric Dimension Shadow Ridge- Evaluation Report 3532.09.05-R33 FL5444- R12 Revision 13: 09/05/2017 Page 8 of 12 I 13 1/4' 337 mm) 8 27132' 250 ttun) 4 15A W (125 mm) NorthGate Ridge QOTRINITYIERD 13 1/8" mm)—( 168r_( 333 in 168 mm Centering 7 519* Notch ' 194 mm) 337 Min) Align these I notches to to p edge of 7 5J8 1 mm) previous course. if NorthGate Accessory 12- 305mm) ` I Laying Notch I I 5' (125m(n) I I Ensure i I I fl tom\ l /// I I Figure 13-20. Use laying notches to center shingles on bips and r"ges, and to locate the correct mposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization a9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-11133 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 6.9 `PRQIb ENTIAL SHAKE;59--PRESId,ENT AI HAKE LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 1= 40" t Guide Unes (1016 mm) 5 1/4' 133 rem) . . 14 1/4" 1 1 r1' 38 mm) (362 rem) I NOTE: Apply nails on painted guideline. Figure /6--6.- Fastening Presidential and Presidential TL Sbake sbingles on low and standard slopes. QOTRINITYIERD STEEP SLOPE: For steep slopes, use nine nalls for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying i nails in between the nailing guide lines, apply 4 nails I' above tab cutouts making certain tabs of overlying shingle co%er nails. 1 1' diameter asphalt roofing cement Figury 16-7. Fastening Presidential and Presidentud T/L Sbake sbinglcs on steep stapes. 6.9.1 Hip & Ridge for Presidential Shaker", Presidential Shake"m IR, Presidential Shake TLr", 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 "Sonolasticm 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 LOW, STANDARD AND STEEP SLOPE: 9„ 25 in — — I(25 mm)_j_r iD.l : ,II:.A i40 Fitnre 13. b rrnteaig ttatlemsShhgMs ou.Vrep.Vopes For steep slopes, use rite nails and eight spas of asphalt roofing Figure 15-3: Fosleuiug /tallemsNNIVes oil cement for each full ILuleras shingle as shmrn abose. Apply I' Lore and Standard Mopes Matta) demurer slaws of roofing cement W-ral D 4586 7ypc II For low and standard slopes, use Gar nails for each Gdl suggestern under each tab corner. Press shingle Into place; do not Muteru shingle ::' shown abme. mpose cement. CA MON: Too much roofing cement an nurse shingles to blister. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6M EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 QOTRINITYIERD 6.10.1 Hip & Ridge for Hatteras'm: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 tbree-piece units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I Fa e g" 18-, (460 mm) Doti 1---I--- 18" (203mm)I __rr sides ml 460mm) Cap Cap Cap Cap 3• Shingle Shingle Shingle Shingle Figure 15-20: Cut Hatteras sbingles to make cover cap. Figure 15-21: Installation of caps along hips and rid, m 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeedd.,r equirements. 6.11 CHI.GHANAND SLtASTEriai`, MM1 AND SLATE'—,IR: * r; tlp y 1 I 4 r LOW AND STANDARD SLOPE: STEEP SLOPE - Use FIVE nalls and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For hilami-Dade, SIX arils are required. Apply t' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting AM D4536T pe It Is suggested. oarr MarN•t) ersquru SIX rnls (nw ruh r•(25 mm) ingsPsd ovsr cwty —ti ..— mtout es tMnn) RMrniDsds req SU(nrA (two mts neL6d oar mrmf o mA m ft_s Figure 11-3: Use FIVE nails for etAwy lligb1and Stale sbmgla Figure I I.3d• Use FIVE nails and eigbl spots of acpbalt rmfing ceinent undorencb labcornec CAu'rloh: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate'", Highland Slate' IR: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate ofAuthori:ation #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 23: 09/05/2017 Page 11 of 12 QOTRINITYIERD PATRICQT i` ,r :c i' r i LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for even, full shin, -le loc:ded as shoe-n helo%% L'se FOIN nails and four spots of asphalt roofing cement for even• full shingle as shown nofng cement meeting Xg'iNI 114586 14Ix II is stieguaed. Apply 1'(2i min) spots of asphalt roofing Sealant Collclll as shomi. CWT10\: Fxcessiw use of roofing cement can curse shingles to blister. I jb-.— ( 25 mn) 156mm) 333 rr i) (lit rr) (333 mn) I :— I•(25=1 — — — — _ - t'(25 IS6mm) I f, Noallnp t ment Imo- 12-US' --j— 1312' --j - 12-1a +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, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 y 1 /2/2018 Florida Building Code Online Busness Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats h Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. a Product Approval jdbrp USER: Public User j.Y Zrr Product Approval Menu > Product or Application Search > Application Ust > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlavmen final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtF2AezuaogOlAramDGm5ebl5wRW28J8d8c61CFKFGNQ%3d%3d 1/3 1/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # I Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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 Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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 Underlavments final.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.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 Underlavments 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 Underlavments final.odf 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlayments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.6 1 No. 15 UL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQvADgtF2AezuadgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 2/3 CREEK Certificate of Authorization bur h Drive 29824 17520 Edinburgh 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 htto-//www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV 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 TAMKOO Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt 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 TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type 11 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 50oF 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 TAMKOO 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: TAMKO® TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate 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(g) Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt Y Y Y YZ Y N TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Y Y N N N YUnderlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Ea& 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 (fST6049) 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. I 11PI, 6\ ? • Ri No 74021 lz_ STATE OF •: SS,"O N A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK Certificate of Authorization bur 29824 17520 Edinburgh 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://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO(D No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type 11 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 50OF 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 TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO® ASTM Slate Surfaced Roll Roofing Y' N N N N Y TAMKOO ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture GuarclO Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO(D No. 15 UL Asphalt Saturated Organic Felt Y Y Y YZ Y N TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y TAMKO® TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507 2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES Eafty 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-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 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 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 COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Q .•' , G.E.N S•.FiP '. ti. .: No 74021 STATE OF OR 0NA' -%``, CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distnbuting 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 if lit BCIS Home Log In I user Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications FBC Staff BCIS Site Map Links I Sean Florida MD. Product Approval yn , USER: Public User I i yco' Product Approval Menu > Product or Application Search > Application Ust > 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 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 17 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 It new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes O No O N/A Product Approval Method Method 1 Option A I . . j Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL # Model, Number or Name Description 3792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Certification Agency Certificate FL3792 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 I I u v v v u v 's -0 .A u V u u u W I L"reated bid I 13792.2 1730 Roof Louver I Aluminum Roof Louver, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean, heights greater than 33 feet., Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,7S0,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.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 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.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 R30 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 11 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 sacll0 N Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMI,DIADE MIAMI-DADE COUNTY r® 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.2ov/ewn2mV 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. MIAMI•DADE COUNTY 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 I. 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-00 1 -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''A from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L 4Hj NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 mm. RIMUM I Ar MRS 700 SERIES LOUVERED ROOF VENT mm. RIMUM I Ar MRS 700 SERIES LOUVERED ROOF VENT DETAIL B 1 I i I I I 111 16M I 750 SERIES LOUVERED ROOF VENT r9 1 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 FAs•rENER NOA No.: 16-0510.28 MIAMI•DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 16.E 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 I DETAIL D T 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI-UADE M[AM [-DADE COUNTY PRODUCT CONTROL SECTION 1 1805 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) ww%v.miamidade.aov/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. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Catetlory: Roofing Sub-Catep,orv: 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 aluminurn 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 I. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS I00(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/ l 5 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with 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'/," from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply''/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT I u 5.331. T DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE a NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.flov/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. NOA No.: 16-0510.28AY4ExpirationDate: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Categorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BV APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION I. Jacksonville, AR EVIDENCE SUBMITTED: Test AQency Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials Technologies LOM-013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS l00(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1''A" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail t''A 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/t6/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A J- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 M FUMN IIM 700 SERIES LOUVERED ROOF VENT M FUMN IIM 700 SERIES LOUVERED ROOF VENT DETAIL B i 5.3 3. t 1 I ,00 750 SERIES LOUVERED ROOF VENT MIAMMADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT M I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 11.4 93.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE VOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 13CIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stets 3 Facts I Publications I FBC Staff I 13CIS Site Map I Unks I Search r'i Product Approval Ip USER: Public Userdb Product Approval Menu > Produc[ or Aoolicatfon Search > Application Us[ > Application 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/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category. Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted CAST-.CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cparrino@castcrete.com Craig Panino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrfno@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Mlami-Dade BCCO - VAL Standard Year ACI318 2014 TMS 402 2016 Method 1 Option A 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete 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.odf Approved for use outside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R10 II NOA 17-0821.18.0f FL158 R10 II NOA 17-0821.19.0f Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back rdoxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSD-487-1824 The State of Florida Is an AA/EEO employer, Copyright 2QQ7-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 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: Credit Card Safe M IAM 1-DADE MIAA41-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Waml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwN.miamiaaae.¢ov/economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPF': This NOA is being issued tinder 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 AID (in areas other than Miami Dade County) reserve the tight 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 Cotmty 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 ant] Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parino, 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: Tile 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. A NOA No. 17-0821.18 o°uNTY Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Oq /ZS/ZoJ7 Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Dram,ing No. LT4612, tilled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated Mauch. 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per AST&I E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hanson, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATT, RIAL 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 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade 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. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated 1Llarch 24, 2003 and Drawing 1Yo. 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. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., cert ng 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 Resoan•ces (RER). 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-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drmving 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 We 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 Miami -Dade County Department ofRegulatory and EC01707nic Resources (REI). 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. fielmy A. Malcar, P,E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 o HIGH STRENGTH PRECAST AND WE _ If TYPE 'A"TYPIGPRESTRESSEDCONCRETELINTELSyy0R D 5 EE 4" SOLID LINTEL DATA TABLE tU» Sl: lEllll r'! ltQOi t$r•Ir K a1 s[ac+ R" PRFCAST 11-1.[NTFL DATA TABLE C'.1'YiL"` iiili':5v1M'11LA!I•"l L K r Or m r mcro a-x uurt a[v..rrs Nusra R]CJCTaSl4:frlltildKrMIllll:.lr';!i7C>7Vm3i.1[fG.l7NL fs ViTK?r7r1CWIML C+C>iLT'J[f61rL.i E:-. ITffi•7FM rd'arzvmmF'1[ r x.:-F1 Est ril]S:.l i'd[p rfl7m. Ff Sf Lr7 C S7 CSG9 fa7 rz msK arcrrayrmKrEa[tsL r1r*ssriuurmvrra--U.rzu r . Mum" frfC9 ErAur.- dlf srraarFil rrcara MINI"Il.Ld rW.7O arFw iri&n ,rr—i-AEa.'s rica®rar._...Irt;a rt r:.lrrc+er3lo i • ` S . ?4 I i 12" PRECAST U-LINTEL DATA TABLE kYTJW"aaa E> K 2=101mWKEN t3mv C'JQZ Y17t11.LL] r1Qit\ V raC7iLrLftf, oca[[s:ci c r=.r ac,osartas.ctc.rucvaa r1GFi Li:fL:.C:J[A''i tr[am.,"r1a:.rm Iv r rau. Val'.! 1[sCa VLf<t1, fL^[•Flfrli:7[Fll'LFGF]iV' ir6_iFSiO rr mts r.::r.a rasarl.[:ssur•e,su K.Utr a rer zrrsar a gnmir{dQ)D u:ar*., KRl riiitt'lF1 Ua],o6'J naz:>•r•.asumrmar*s::.lmetir,c; iMUI[,2R-. rea1 JIEZAar`.1-'3St 'J FFIC o 1C.i,o fr3t iE33Ef 1i}JT R 11iliG CICiO ozesnD r:a rnmr ara rla:as r rTi I2aZ::ffar;o rc r1a: rrc Fc; u 12' PRECAST W/ 2' RECESS DOOR U-L!NTEL DAT TABLE IfG7 IKOrRM OQOKMAo o rK"," rw rwottw ArrW1•Al. Q 6 W= R C&-W o IAO Mm C"w w IGra00KJD Ca omnc cO 9IK mm WX= K US% I= aoQOatalO Arco. T/aa ua Asw ut4 x a•. ao n Kw 4 amwn STMM- a An u m tams - I"I M aaaaK w KtM MIS S. Mm >ta,wn KOM Sr t=w, ,aam Ate omtlQ atl®O 6 =CMlc i=XM r.. ama ttl IM ILL a A= MO IS 0" r= QICI ® or WE LUIMMK am rna 02W - n. V am,.n tumor M1 . u M MX a = LOWS aKID4a . 4 tM m atMFOLC im KKK rASIXA K Qom woo KLawin %I M aAr1 M SIM It K rIMK lm olla f IMMa r— Ws m W a Alfa Ia mw 1KQ6! Art. tmpt fa01f ION a a' rrr• PRODULTRGVISCD CEN • •O : oQakGc IhlMFiwi a«,au;,I,wN.1 -0 Z . jp mODUcs•RDvtsrID 0,4 lN ihiJ /B m,nnl%du' lll llu PLuL1a wdM11 N"1 0 0 T+ Y1 uaw ' 6 i8 RF ../ CRAIGPARAINO c, 0601j- ONALEDIV• SEINERFL 33 PRECAST AND PRESTRESSED LINTEL DETAILS GENERAL NOTES 1) wow. abs MMAIN *.b m mKtw W AM C270 We U w S 2) Al mM had WbiW+ bmW at obbmm 4 isch retina sl. bb for wd M VA 121M " W. L b. _"V 'y if bMfnq knoth 1. h. a- 41/2 . 3) Pmk% 1.1 —W bod and hd J*b 4) TM mA*a In pamlhels bfaals. Itm Pe i rt*rtkn fm V.d. 40 4' LbEd 2FZ4- 14. .i0 5) An 1951; =A w acoW60 41,11taddkdJm llp. mobwEr,ntkT Lbtd Wa —8 d13D & 11IM1 -4 & baW Us* b bvw t. oxacm mackv tu fbW- MO* C'" stsm 160al .. 4) shor. w" amt;k . MVA,.& 7) 4' r W btl. to be kddkd W/ 4! A-s4cs bAMW and a' 6W16. YOU,& 8) k. mt —* zQ Q. a,da"b:M 0 . AMAW 0) T6 ilgw " cdg. srkdmd bdo hm W do W tot. by W. M[imq M sh— L d--q fm Lb. f4: 6 d 10) NA . HA Ruled 11) Ulm r.$d o&W ..bar to bs lawW d U. bWm 4 the bW any. 12) f AL 12'Ubt& m rumftdwcd 10 6-1/2' al Its uft b ncwwms va*d C4 rwwdv MW wwjtna. 13) Th .4dw .1 wd. Intel 6. "tiny mwl. dd f - W. •,M k- --&— WM AM M 14) Web WdW.9t= To b. b dd.,w f. Lh. 4 gw vorw lmd 4'kp2:d hb-W 1.0 W. I." w seo b.&WW Mad 15) Fm = pmls raid hdo rA gam m ad& loW fivm and Inv bd;M 6.m. 16) Fbr KdW Wvtb. mt Am000 -I- " I= CM WWd Im;lh shun 17) S* bob a. apke—d a—ti. bd. 18) Sof. tm& brA m r*md du* mrpbsb pu )Z WD and AD 316 19) Ada ld "lol bt= SEE SAFE LAMK LM TASM FOR LOAD MW FOR ULM AWWWL RMBM ClAl ( ROM FIAT COURSE I/e GLR TYP-/ 15 REM FOR 6' LKW S RWAR FOR 12' UMU GR40 m GR60 SAFE LOADS FOR 4" SOLID LINTELS GRAVITY LENGTH iNGTK 4S8S-6' ( 421 PRECAST 1180 4'-0' ( 481 PRECAST 959 959 4'--6' ( 541 PRECAST 789 5'-10'( 701 PRECAST 460 6W (7n PRECAST 360 7--e ( 900 PRECAST 26060 9'-4- ( 11n PRECAST 156 F0'-6- ( 12n PREW 116 12us 4- 4— UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'-6' ( 421 PRECAST 6117 371 V-O* ( 481 PRECAST 597 320 4'-6' ( 541 PRECAST 529 258 5-10'( 7n PRECAST 407 148 6'-6- ( 787 PRECAST 366 118 7'--e ( 901 PRECAST 280 87 19'-4' ( 1121 PRECAST 187 55 1 10'- 6* (1261 PRECAST 152 43 121`8 121`12 121"16 iV PRODUar MVISSD 6ua 61`8 61`12 61`16 03 cw% plybr vdth tha plopm WI&S Cw* Acwpm-, .77 all* TYPE DESIGNK' nom F =*%%CW/ d 4 WCTFA 12fl,-2r,,/ 2T MW M. Q X2. m m m m 7 - I w M• j 4S8 12F24 12F20 X PAGDUCrf( jjvjSjV) Aiw'dEh a. mobb awldlstab I 5/ r -It.] 07A* T %A— pu. A, c G No -o 0 EqLmlb 6F32 6F28 61`24 6F20 ...... R. 33584 r,d• ...... ?. F-UCNa44756 CAS -CRETE 4'), 6" & 12" LINTEL SAFE LOAD TABLES Man MM U4612 SHWfOF3 SAFE GRAVITY LOADS FOR G" PRECAST U•UhrrELS 4 wat wrro SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U6 6F8-1B 6F12-IB 5F16-I8 6F20-16 6F24-18 R'T6-16 6F32-16 S-6' (421 PRECAST 2332 2575 U92 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 W92 5050 6148 7227 8297• 9357 4'-6' (541 PRECAST 1654 18B7 3633 5050 6148 7727 SW 9357 5'-1Or(701 PRECAST 1067 1260 2198 3557 5734 7227 8297fcl 8226 6'-6' (781 PRECAST 949 107E 1831 2850 4328 6737 8297 9357 7'-6' (90 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 554 660 10M 1523 2084 2795 3731 SDI 10'-6'(126j PRECAST 503 568 895 1270 1706 2236 2898 3747 11'-4'(13n PRECAST 457 513 805 IM 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 223E 2808 1T-0(1601 PRECAST 373 417 646 895 1170 1485 1852 2265 14'-O'(1531 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2PRECAST N.R. 289 1 455 620 791 985 1198 1437 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RE AR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATEM LOADS FOR 6" PRECA8T U•LINTELS 4mm m SAFE LOAD PLF LENGTH TYPE 6U8 6F8 RCMU 3'- 8' (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 487 787 445 4'- 6' (54' PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 198 6'- 6' (78' PRECAST 263 496 157 7'- 6' (901 PRECAST 222 367 116 9'- 4" (112') PRECAST 173 352 74 10'- 6'(126' PRECAST 151 276 58 I V-4' (13(') PRECAST 139 311 49 12'- 0'(1441 PRECAST 131 277 44 IS- 4-(160') PRECAST 117 223 35 14'- 0'(1687 PRECAST 111 202 32 17'- 4' (20n PFO STRFSSFA N.R. T 30 21 6 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6' PRECAST U•LINTELS Cwst IiRf SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-IT 6F12-IY OF16-IT 020-1T 6F24-1T SF28-1f 32-1T 3'- 6' (421 PRECAST 1412 2074 2715 396 3997 4638 5279 4'- 0' (481 PRECAST 1225 1BD0 2357 2913 3470 4027 4583 4'- S' (54' PRECAST 1083 1592 2084 2577 3039 3562 4055 5'- 10'(70' PRECAST 831 1222 1600 1979 2357 2736 3114 6'- V (76') PRECAST 723 1097 1437 1777 2117 2457 2797 7'- 41' (901 PRECAST 646 863od 124904 1544 N 18401 2135 2431 9'- 4' (1121 PRECAST 575 571 980 1252tw, 1492 1732 1172 10'- 6' (1261 PRECAST 514 462 787 W. 1121 133 1551 1786 11'- 4'(136') PRECAST 474 404 8B5 985 1213 1442 1645 IT- O'(144 PRECAST 454 cr 3676d 619 Elm 1093 1299 1505 13'- 4'(160' PRECAST 402 30B 516 735 908 1076 1247 14'- W (1681 PRECAST 36B 2B5 475 877 832 9B9 1145 17'-$( 20BI PRECAST 253 20B 3J8 476 585 693 803 1) THE NUMBERS IN PARENfIM ARE PERCENT REDUf 115 FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 uu. R4 PRODUCTRMSE) B. u.gtC.& mtm ICePlAu. mnc. x" - o zi. )$ Pt Dm. /8 9 hlianluCa PRODUCT TIBVISSD BWdN Rho Maim 6ltica A2vo o- G S• o j 8 R 1 . ° 63N OR 579 1ONAL. V of SEFM FL 33584 ac AfhlnuU, PLP.E.UCJi0.44758 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TAE SAFE GRAVITY LOADS FOR 12" PRECAST U-IJNTEL8 MR 12' PRRE LILID. 4JN LOADS SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 0cmw4__ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12118 QW28 IV12-70 IvW2B I2TSC-28 IM41-28 t2)26-zo 121,32-22 S-6- (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 1443B 4'-O' (481 PRECAST MJ 4232 5838 7819 9352 11060 17755 14438 4'-6' (54' PRECAST 2395 3464 5304 7519 052 11050 12755 14438 V-10-(7CO PRECAST 1612 2320 3218 5234 8487 11060 12755 14434, 6'-6' (781 PRECAST 13M 1986 2879 4196 1 6421 10032 112755 144 7'-6' (90' PRECAST 1138 1625 2131 3218 4676 6756 9783 135 9'-4- (1121 PRECAST 796 1216 1535 2230 3083 4167 5593 755? 10'-8'(126') PRECAST 614 1043 1295 1653 2516 3323 4334 6532 1 V-4"(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0"(1441 PRECAST 456 878 1073 1513 202) 2817 3333 4208 13'-4-(1601 PRECIS( 359 767 926 1294 1709 1 2188 2743 3409T 14'-0'(168") PRECAST 321 720 865 1204 1584 2017 2451 17-4'(2081 PRECAST NR 4510 fAt 861 1141 1428 1750 1102!! 19'_4'(232' PRECAST N.R. 343 477 700 925 1152 13800W. n THE KIIINFIS IN PM M M IRE PER= UMCRCS FOR WDE 40 FIELD MM RT840. SM OE7O& ROLE K 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE I= I23T6.28IMID- 12R11 IWIB- M-21 19625-21 12004 4'-4' (52' PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-8° (54') PRECAST 2319 2740 5468 7584 9840 11669 13M 15679 5'-B' (68") PRECAST 1347 1841 3555 6395 9640 11669 13M 1567% 5'-10'(701 PRECAST 120 17M 3361 5954 8358 11662 13679 1567EW V-6' (8n PRECAST 924 1430 1 2833 1 4415 1 6834 110351,125 148CR 7'-6' (90' PRECAST 703 1203 2157 1 3494 5259 7922 9623 1132 9'-8" (116' PRECAST 389 843 1451 2157 3243 4427 5417 63W F) THE NIOIBEIS W PN07DFR95 Aft FVWff BEOUCTRIVS FOR MM 40 FOLD AWED RMNL SEE WOUL WIE 90. 4 4 SA LOAD PLF LENGTH TYPE 12US 12FB RCMU S-8' (421 PRECAST 1295 4841 393 4'-0' (4n PRECAST 1295 4841 299 4'-6' (541 PRECAST 1049 3922 2417 5'-10'(7CO PRECAST 6131 2547 155 6'-6' (78' PRECAST 579 2187 123 7-8" (90") PRECAST 474 1771 914 9'-4- (1 In PRECAST 355 1326 5130, 10'-6'(1261 PRECAST 306 1143 454P4 11'-4'(ISnPRECAST 278 1041 38 12'-0'(1441 PRECAST 280 971 345pa 13'-4"(1601 PRECAST 229 657 278 14'-O'(16n PRECAST 216 809 2519 17'-4"(208') PRESTRESSED N.R. 633 16 19'-4'(232") PRESTRESSED N.R. 534 130 aFL Urnrrlll mule 10 SAFI3 LATERAL LOADS FOR 41- GFJCrAAY uA" QCr=Q nnnn IIJ IWrI A 1 SAFE LOAD PLF LENGTH TYPE 12RUe 12RF6 RCMU, 4'-4" (5Y' PRECAST 1295 3892 25 4'-5- (54' PRECAST 1213 3458 2417 5'-8' (681 PRECAST 784 2236 1 5'-10'(70' PRECAST 747 2129 155 6'-8' (801 PRECAST 602 11716 117 7'-0' (901 PRECAST 504 1438 914pa 9'--B' (1161 PRECAST 355 10114 11 PRODLICrpSVIMD ty i8 SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER 4r 4 -mr-4 fey SAFE LOAD - POUNDS PER LiNEAR FOOT LENGTH TYPE 12FB-21 12Fi2-21 IVIO-2T IU20-2i 12i24-1T 12F2D-2i 12F32-2T 3'-6' (421 PRECAST 2752 4287 5613 69M 8264 9589 10915 4'-0' (48') PRECAST 2389 3721 4872 6023 7174 8325 1 9477 4'-6' (54') PRECAST 2113 3291 4310 5328 8347 7365 83B4 5'-10'(70' PRECAST 1623 2227 3310 4092 4875 56M 5441 6'-6' (7n PRECAST 1444 226 2972 3675 4378 5DB1 5784 r-6' (90') PRECAST 12870 1767 319 3808 4417 5028 9'-4' (1121 PRECAST 1028 1171,,0 2DD6 2-990pd 3087 3533 4079 10'-8'(126) PRECAST 920 947 1112 2281 2764 3209 3853 I F-4"(130 PRECAST 858 329 1404 1982 2441 29D 3354 12'-O'(1441 PRECAST 814 753 12 1788 2201 2616 3032 13'-4'(160') PRECAST 678 L13 1057 1465 1828 2169 2513 14'-O'(168") PRECAST 622 586 974 1365 1679 2309 17'-4"(2051 PRECAST 434 427 695 964 1182 A1187 1623 19'-4'(2321 PRECAST 366 370 693 817 1002 1372 1) THE RIS M III PARC)BI RS ARE RROFID REIMA701RS FOR CURE 40 tY1D ADDED REBDL SEE GHOUL EM M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 44-4mm SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 120F U ITIfiO- 12W14-1 1MB- 12RF22- 12T626- ILVJD-21 52-) PRECAST 1626 2885 3746 4806 5557 928 7989 4'-6" (54' PRECAST 1558 2582 3602 41W 5843 6884 7684 5'-5' (68' PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10'(701 PRECAST 1173 1984 2769 3563 43M 5123 5908 6'-B' (B0' PRECAST 1020MPGM 3114 3802 44BS 5177 7'-6' (9D' PRECAST 904277fi 3390 4003 4617 - 19 (116 PRECAST 703 2181 2663 3145 3528 L Hl WM III PIRFMHF515 ARE PMMR RCOIIC110}6 FOR U . •ENS ' {0 FIELD ADDED REM SEE C2IDIAL WE F40. 4 447 In P omplyi with CodiowsOnPlolid, T E F/%; oAwed P. 0 0 ,03 qFDEboD8P. e O'. R1A? P•';.' 6324CR LYD , CAST- CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES FRE MD MRI-14 I UW m SM AWDD I SDx RES, M IAM PDADE MIAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 905 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) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority slaving Jurisdiction AH)). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. AISSILE 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 enth-ety. 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 HJe%lmy A. Makar, P.E., M.S. MIAM1MR0=CCUNTY /1 NOA No. 17-082 022ExpirationDate: 05/21l2022 oq / Zgl2o / Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, AE. 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 Cert f ed Inspection Report #20-8345 dated I1113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196 for #3 rebar by Ameristeel. S. 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 #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 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 #84-A,120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. Jfifiny 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 - I 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 1111anual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables`; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on Play 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: 05/2M022 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 of 3, prepared by Craig Pm-rino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-01.21.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 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. e elmyA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE 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 Tune 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P. E., on lklarch 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 (REP,). E. MATERIA.L CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e my A. Malta' 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 - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER L 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 AST'ME-529-94 prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION L None. 7 L f Cffelmy 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 1J-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 I. 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 11<n d. 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 TYPE 'A" STIRRUPS Y aa's BAR rD IRRUPS STIR uRP&MILZ uI I I II r I r.11. .11t ft,• uaa m CRA I p 4 }qGott uOw MCM LpM MOAGM CAGE F M UTIDN B r ru r. m¢[u nri •r anor. nl •r R Y.s 7. s rt w . PAESIIIElS[n OV[[[ nlrcn.CIN UQE IAlIROATIGN }1GDt1 - LY.A.i(M f f, 5 _ ss PRESTRESSED U-LINTEL 11' 1::1 L1i]YIIh.Cl l(:Il':h71:1 a. t1''.''• rm rr va rucs v.rtus;r o 6AL'i1[•;OF)c1.:FilG]i tltiL7ftYra iiAl Fr Fc•1Fvr v L3z.ulm v laF rul v 13" PRECAST W1 2" RECESS P40R-l-LINTEL DATA TABLE 11' 11.^ J 1_.ISi r.ai711•ll.y[•Il:l u:l1•i:T1"li2l, f1r'!!Drl lEMML'rl O ms"w2iiliCLG:&7EL:MIX11-• IC'J[3LiFtldi[2•.eIfS1 I211'LSiCII.`7i F/ r•' MANI S WA OmicW.-A[SL711ps+r7sun l.'rTtm.-/LYiIJl9 t 474t!• ar.,Iracr cllE• tf W!LMI iL3: lrr W.n/ra li'•n Ur r- I LFt1• rr r MMr LI"Pr.,,rr nar;F saa Gx- a A" PRFCeST ll-LINTEL DATA T lEiSilh'I 1 141•S'''I1 I~ i •' o irr•rac:sr naaivtt F a`a cro awavcl a s aarv ro 1.1d. mrra ocVKAE3 T-Urj='MWa mawrnNammmic aFFLUMMiCIlJtt1• F i rTVEiXr.V=1F" W-411ULSO rrannlmmrr.flIN"- r>mrrsarci r>ise`rrm r;•vra re+r rnc•.rF o r ern r? rt1 11 r:r;I:::u ulela enS to ffrWan"KiLm Im MWMDC[AIO' IvMUTION d /ROII® MR PROD CI Ar WAL R IS FACTECM IY COrTIUCMr Wf7 AM CWn U JRTROO M OR MUOV W SWRWI TRC Man VMIRI COKSM Orr CtSL-CRQE USL W- ZA ,14, - _ TRA: L AWVOAUUO REOi 7/sx /UI /tu+ Aslol K x .. Iom m tmAt uv= or clmlm, ATO 1, AWAA Owl w amA.T.1• r/1. 71 IWAW Is Comm mm" mix FACN 1mon n4W rR umssm. SRAIm AOI A41 L om OF IR PUWCACmO CA94 no ou" W, Or iQiM1m ti 70 Tm 1tm6Ot uca 1mm19fRs 2 4awU,A t mi4RC AIC.BOLA 1'.. "OR FM rot r rmti=p =m . 1'. • ON FW roA ALL rinxs[ . Iml ulrus a IOIiROfRq¢ tn[AS IG S. DM FURRIER FOP= • WO 11•. aAm. Or CAE W a UIW R U W W rynumm Ulm rAa+O.Um CAOC L ATOM AMNI,b rOCRRCRO TO mMr UrWm Um IUNmW MICEL EN[g PRODUCT MERD ttaMDdft da4hGYP1orW0Atcprnli/ o o3.07. D.O UAU A 7L EqqO MOPARRPIO py 4 •' / R} G\ .+ SFFFNER FL =04. AL.,10 R P.E.Ur.NO.4470 CAST-CRETE 8" LINTEL FABRICATION DETAILS 0..,.1-IL I mm IO CRC Pmum rl. - Im. m AATA 5= f01 ID IWF al cet:F coevlTv 1 nenc FnR A" PRE4^AST S PRESTRESSED U4JtTCELB mtul> nearAF9Soara An,i PodJl7ists SAFE UPLIFT LOADS FOR 8" PRECAST PRESTRESSED U-LlNTtaS 4-14/'ae' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 80 17e W 1 1F6-f9 IFi2-0 I 6F12-I9 111`16-0 SFIe-16 U20-9a OW-11 AM4 M 1114-1! WItr1P It M-15 eM-W W52-11 3'-C 421 PRECAST 2231 San 3717 5103 EQ 6064 9602 10011 3W 4ml 61U 7517 074 1037E I1109 4'-0' (48j PRECAST 1968 2511 2751 3W 4e90 3951 Tall aro7 26A1 4fi05 ISM 7547 074 IW04 lion 4'-6' (54') • PRECAA yr t069 2110 2931 3753 457E 6" 6224 21- 4J76 6113 7547 1m2 IM4 11001 5-4' 64 PRECAST1 1217 U49 147E 1$19 2m 3f13 Smo U10 111E 30l0 s3S9 7547 6T33 13117 5'-10'(701 PREd57 10a2 IIW It)s OI 24A0 2519 3449 34ro 1451 2522 43W tl Q3 4 7151 6179 6-6' (18 PREGIST 909 1236 2177 3al1 37W 43M 5911 1731 2177 34a0 5DI 67m 1 em a' (9D') PRECAST 743 loll 1721 2132 22W Mg 3t91 3w roll 1 2661 309 6691 hVm e472 9'-4' (1121 PREWr 554 691 Irca IRa 2W 3lu 261E 3302 752 1243 16is 2564 34B C7MCA n" em 10'-6' (1261 PRECO 475 sm 690 1 1247 200J 2777 1103 267E 60 10.72 1® 2W3 2731 4734 pA Il'-4 (13fi1 PRECAST J62 a Im law 2423 3127 400E 662 946 139E lal6 21D 31m 4DOD 12'-0• 144 PRECAST 337 5ro and 1264 164 2191 26D6 3S52 540 571 1254 1651 2193 71m5 3532 13'--4' (1 W' PRECAST 2y6 471 765 107a ma I= IQ 2011 471 755 1073 14M IBM 2319 2aa 14'-O'(t6a' PRECAST 279 u4 707 tam I= IW7 212E 26M 442 703 1002 1379 1 197 1 2127 0 14'-8' 17 PRESTRESSTD N,R NA 7m 1 Al 459 7mV75.D t".m 24724! 517117 D12 15'-4'(184 PRESTRESSED N•R, al Hit RR m W 710 1733 205E 0 25r3 17'-4• (200' PRESTRESSED N.R, m fm fa to 30) 50 Ime 1609 1649 2D4 19'-i' ('23f) PRESTRESSED 10t A71 tat IR KR 235 420 lall I7SL 111E 1719 21% 4•(256' PRESTRESSED NA R 180 340 056 845 1114 13H 146i 22'-0' (26n PRESTR MV NJL to t% wt wt lu 7R 1® ale 450 791 IOu IteS 1>9! 24'-0' (26n PE STRIME1 RR. 1A iu 15t H1 N 127 730 430 154 1 661 I l0![ 1121 arY, SAFPLLOAD TYPE LENGTH SUB SFB RCMU 3'-C (4n' PRECAST 1025 1024 1598 4'-0' (4n PRECAST 765 763 1309 4'-0' ,(541 PREGIST 592 591 1073 5'-4' (541 PRECAST 4111411 745 5'-10•(70 PRECAST 340 339 616 6'-C (MI PRECAST B07 721 490 7-C (D0) PRECAST 424 534 30 9'-4' (1121 PRECAST 326 • 512 230 1Y-6-(12.6' PRECAST 2154 401 180 11'4' (139') PRMT 260 452 154 It-O'(1441PRECAST 244 402 137 13'-' (1601 PRECAST 217 324 110 14' -0• {160 PRECAST 205 293 100 1N-O'(1761PRES11i6-Imu N.R. 264 91 i6'-4'(1a4') PRFSI6ifM N.R. 259 83 17'-4' (2057 PRES700 N.R. 194 64 19'-4'(2321 PRESTRESSED N.R. 148 62 V-4'(256) PRESTR® N.R. 125 42 22'-0'(2641 PRESTREW N.R. 116 40 24'-0*(25nPRESTRESSID N.R, 91 33 4 0-1499M SAFE LOAD - POUNDS PER LINEAR FOOT Type LENGTH SD-fl 6n-a dF2- 7 MZAT V16- IT aF16- II iT MO- 2T 9M- Ir IM- 2T E171- 17 6 A-7r T tM-IA 72- V 3'- e 4 PRE%IST I169 2Z5 24 4794 5763 413R 7m) 160 2W 3S24 4334 S163 6132 70DI 4'- 0' (481 PRECAST 130 7305 Rio 3015 907E 13U 2103 70'AU15 45M ID25 W79 4'- C (517 PRFDAST 17D7 204D 2707 am 4043 4711 6371 12e7 2019 2791 3375 IONS 1711 an 5'- 4' 641 PRt3AST 1014 n 2Y7e 2ma am 3!6 45V 106 171E 227E 4a36 3399 am m 6'- 10'(707 PREGISN M W 2S0J 3107 34'Y0 4133 73 7 3 3620 011 i'- 6' (781 PRECAST 9 1 1 2 721 3 I33 1407 166E 1321 99a 3751 3712 7'- 6' (70' PRECAST I915 1624 2025 2M 28V 317E 717 1121 f624 2A75 242E 317E 9'- 4' (112) PRECAST 551 703 IUi 1474 W6 267 7s90 591 I3 6 16N Uq 2294 2f10 y0'- G'(126•) PRFGISi 630 915 111E 1411 MI 2DIt 570 ms IISDW 1472 IMc M 1 234E 11' 4'(136) PRECAST 474 604 SMW IV IW7 i274t, 1513 1753 494 607 IM04 13R 1N7 I w5ml 21m tY- 0'(1447 PRECAST 470 459 724 93e 11 13O 1583 470 560 BMW tW 13O2 jWt, WWI ROTS t. 13'- 4. 160 PRECA51 7419 300 0 Tel LW 765 m4a 1143 1Jss 4U . 490 760 1159 mar, l5wal tam 14'- 0'(16e7 PRECAST a- 4 P 616 724 bag ia% 1220 410 425 IBM aj LWnA I6a2 199/ 14' »( 176 PRkSiRESSED 22 WS Mj 2 5zs 97etut 446 395 ED 5a0 rm isis ti34 55'- 4'(1841 PFERMSE0 224 m313 311e 4% 916 W7 50l a. 769 A 124 911 1469 1054 1G1 17' 4'007 PFUrRFSSFD 117 203 v 40 521 W 63e v4 759 rM 192 306 50 g 74D N 1005.4 t271M 1473 1D'- 4'(232j PRESER= I@ 23 c 349 te 447 m 647 nd 647 m 747 In 203 429 into 141 1059 im 21'- 4-(256') PAMRESSED In aa3 4e9 bet 653 142 7Sl 373 97 it 721 905 W WON 22- 0'{284'PR[STRESSm 131 1 215 379 192 fill eJ0 07 223 sU in t4 061 ad 191 288') PREMEM 124 170 2m 2 to 667 IN 202 319 i5! W9 m6 D THE NUY9ER5 IN PARENTHESIS ARE PUMNT R®I1CT M FOR GRADE 40 • SEE GENERAL NOTE R0. IS ON S74F7 3 OF I (Q) P NDiFS15 ARE FEI UMI 7L01IG00R5 KJQ( WAUr. 4U RFLD ADDED IEBAEL SEE GEOi7AL NOTE NO. 4 ON SHEET 3 OF 3 FRD0_ GENERAL NOTE NO, 4 0H SIM 3 OF 3. PAoDucr RENBR'8D PRODUCT( y71vf5LD mwrn0171W.Aaaf 5Fk,09 ""umi1 0y,4AA71DEde ,V: GEN m m"rPlybW wild Lha Florld9 : /1%T MN7HD 8widi. zcmb p A Co4a?bo1.'L'1-J.1- woNo ; 0 i'C! am° 7Y :wem•r6„Im 1 - O Z .) 7 MOSS ? Wto- 22 a TEO y CRAIGPARRINO n 6aOf' - 7 : 6924CR679 SEE GENERAL NOTES - SHEET 3 OF 3 ucecbn" a •' C R1 (3\ O' SEFFIR ,R.30604 R r 9 1E h`4 •• ' FLPEU0,X0,44760 O _ GET 11 uric CAST -iCRETE 8" LINTEL FABRICATION DETAILS w ys,Alp,11:(, .,.;7w(` T'' IRc W9D 05wr6-u mmi En 0u® r7ax0, r.L - E00.121. toss 7Ca11 a01 ro sTJt[ 5; ic. f,'L OD0 p5/f0 E C1 Y 011 GIRD FX= /E - 0. A'0. 6R51 LR4 a7 1b. i0! 5 E O7 3 SAKE [4RAVfrV LOADS FOR B" PRECASTw! 2" RECESS DbDR W 1N )ELS fi•4Rpf, SAFE dQTMO"TgF(;F59D LOADSFOR udINTELA SAFE UPLIFT LOADS FOR 8" PRECASTwl2• RECESS DOOR U•LINTELS garu SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH MFO- M ei lo-ae W1 01e-o1 alto wn-m Aso- eflr6Ie ealo 1e WF14-12 e le I tea-1 aav-le eaFso-1 4'- 4' (52 PRECAST 1fi35 1749 336.4 JIM 4349 541f 6W MW I571 3691 5206 19s39 8060 9479 W3113 4'- e' (54' PRECAST 1494 4 067 3699 e060 79ON loon5' 8• (8B•J PRECAST 885 1770 1716 2277 2W 34w 390 11 E) 2461 4sE7 1761 006 7917 9311 s- 16'(Wo PRECAST a10 6w 3 1600 2114 2649 3174 3100 1113 2M 4142 G631 W5 7443 W- 6• (em PREOIST 797 001 less alto 504d n47 u4e 73M law Sm 1325 3120 50k 79f5 9179 108KIP 7- 1; (90 PRECAST 669 755 1410 2459 377E 8743 7e39 618T 765 1420 69 377E S7A Oe1 9' 0' (1fB) PNECASI 411 4i6 099 ISE6 2253 3129 4021 3145 5" ree 1586 2253 3121 4150 1 SHI j) TILE HUMMS IN PARDnESIS ARE PERCENT REDUGTIWIS FOR GRADE 40 MD ADDED REBAR. SEE GET RAL NOTE NO. 4 SAFE LOAD PLF LENGTH TYPE: 8RU6 8RF6 R *MU 4'- 4' (521 PRECAST 758 757 1164 4'- 6' (541 MAST 694 693 1073 5'- a• (881 PRECAST 408 407 655 5'- 10•(701 MAST 382 381 616 li- e (801 PRFOM 595 788 464 7- 8- (901 PRFTAST 609 674 363 9'- e (1161 PRECAST 370 490 214 SEE GEHEIK ROTE 18 GENERAL NOTES U 164dchr I2J IIlled1yy n a s{ord 6 3-I/2' 6a1 mlao d ...4. b emo4el. adlul W .•4rb4 O FaOW CWI - 1000 pil ImTtosa 17Nf VJ9 "'• IS) Ilr ddw mdo i W.1r heWY 4 n.mr nro r d4 -- l a.m. uw ra AYU AS is rid. 0 14 t, d 6dd aMl .lm vRf d( ed G•dn Qd. ddl h a" Ile adtsfTwihs He ti. kfolq gidfue I`pw s SOI en1 m. n va for eene.n A r.nQ.1 1w1 h17.4 hd.aW Iwo haLmeld Yot S ID b Al W. fno4 m riir u. 4 Wd -Ma F>s.zb4sf. m loot 3d. 16) ra m. Mb Wd 6dyif e.1 4m4 m cS 1W Wm IAA bu A49M a.. Y.. to r01[ II iuslly 1. Ihi IQ rk W Wife ml 4-6 ib ah I.d Iwm rd 65d llroi Van 3) ft&- is erW Id .r4 1ra4 lads In 3de Iw3 o mpA p.d o&.bb I" 4) 1k 0ek4 1. t..a--b t.d..ln w pat nW.ND Ia 40 row "WRlor 9.k 16) fmd. tinen nf.aa ewh• aWf. r.r w 6L d AP nl h4mdG Y C1 d rFa2 u ..I. rzy 4d - Wr a r/ E6Y sm 4, 6472 (Ad) - L501 W tE) Ndk.d Nnd kw atab an l• 6iM r Or aye b r"9 .ILrod ieNuad onad. ms+M' nia VIM d'•n I6a EnW. in trM kWnc y /6 p,eYplm. d n +I /N Ed-9eAt . a u ae1. 11JJIIw 4aW.lin-1 d ?IIODUcrym Ex'F.D Ua. W Ldb4,• cW. Au r_4i1 Ik fWW, OfiV 3 n9L dx Elon9t 0.e. 9eai'ia. i1 1 a 4r0aOt Q Sh- IRae P. I.I. a. r.g45 0a A7 4I q b, .Ih61.W Wr IN 15 gbm w da E.wl d Td, ••a4r w •aMUll Dr c 1 91 TW 4,.% hr. u. d..b ere.lnw b.e . "I. Wd k1byW. 090a®, mdlkl m.911d a4 es d d—w ltm fe 10)IR-0.1wd 11) twm Ede ww rdrr to k Wald d 0• bourn d IL bw -4 1/2• C1R TV. r'!W SEE SAFE LAM LOAD TA= FM LOW IVaM Pf 15 RON 0 or GM k l4r-% 60gr19 SAFE LOAD - POUNDS PER UNFJIR FOOT TYPE LENGTH efffl 1r ealo- 6EF14 I aRrle 1 1 eAFm e11b-n 1176-2r 110'l0- W14-2 LV3Z- 9RF21- e16J0- 4,• ( PRECAST W3 1E5e 362 3056 3751 4443 5140 05 1GG/ 2362b2929 3751 4445 5140 4'- 6• (541 PRECAST 817 16D4 1272 3501 WS 4943 817 Isa m2 3w1 4271 4943 5'- 6• (6n PREGISI• w 1 1727 2554 MU 3111on rtm rm 2154 3362 3211 5'-1O'(70' PMWT as 1207 174 2773 MU 27E9E55 1233 1746a n296,•(8(0 PRETAST 57097P1 E33T9570IOw190 9 307,-6r 9 5067421394 ' 2ESehDE mo131421I09'- B• 116) PRECAST 39e469q4921E0295510ime2A1f) THE HUMf3TR5INPARMESISAREPERCENT ROUCUOi4.S FOR (WADE 40 nW ADDED REBAR SEE GWN K HOTE ND. 4 EN TYPE DESIGNATION F F-MM=QW/ U- I HIM FWw" of 8F16--1B/1T cmumj _1 , PTO}5 A t IOAb 7• .• C= is AM A7 so= PRODUCT w um um r• NIIVISW 7 AM ns epmplyirguiW tha t'Wd A. W41t 131dLdc VSCD& lumv 6FlDW= PWOM 01 ISMPulaOa r sn2x rf01wcrju3v= WWIQ mh 1wYrOti. cam aA`*pbim N. 7oZ CRAR1 PARFi840 d 6324 CH 679 SEFR4ER FL SS554 n" L5Ta101Ta.iul. >i( dtlSiTl IDYL!iY r1 ,(? ,/ I•IfiT,.LllFliffQYi1'F'1[!t •L 11rs.::r r• /`"0 4„ -Q • j 1 a•r :llTa.* M=:IA,jOri.s vrr.n 1 :Ir Cti,.i1' 4 •? :r*'Iu r a r'-9.19-r51 iT 7r.ra;ci ir l:t : A ..Y r.ara7RriT3n r 1C %Y4Eftii rl -_ : IL\.' d:[NfOlfal.r]\•141ni0-6i1YYi I1 M IAM I•DADE MIAMI-DADS COUNTY o PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOIWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE AD1VIIiVISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade,eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shalt 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 bas been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411, 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 manufacttuer'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. NOA No.17-0821.18 rttc rtt an> eoUNTYU Expiration Date: 09/11/2018 OMF Approval Date: 09/28/2017 09 JZ $/Zo17 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, lined "Precast and Prestressed Lintel Details", sheet 1 of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drmi,ing 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 Al dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality SystenfManual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Syslem 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 Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 1lfarch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, 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 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., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERL&L CERTIFICATIONS 1. None. A(,Z40 4 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/13/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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 (RM. E. MATERIAL, CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. A. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 MV-4fteRwe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE 's" TYPE 'A'_STIFF 7 _all :i-• •:c .• -Ir• urra W y/J l/aAirt% VLYfIv/JI y { Ili 4" SOLID LINTEL DATA TABLE E cQIF>0® K S C•5i tF3! ts-ss> t ra A la F'G4VKElfJ:1 LK' ra7r i ctaiu,:L.tl:e ilt`L`a1 a Cyi IS®lflllL:;1QCi 6" PRECAST U-LINTEL DATA TABLE 0 fJ ri7 t' 1 71 1 F C Ly O ppJma1l!•r`J1i:.7OCii VEL.fIC5t1@Llta 1G''ET 7 ta::ar22Ti"J[IGCi Fl!?C.S7CG.r7/J O G I•rTf7 fiFE! t"LI rS C7FiiTl F,Cai r V/.\ tta rrlK c. rzar*•-ort r trataacfrsrmr rz.o, if37rLl'_:Jrai•7{7 i7'!T.lr'a K:/4ti K'asrrra iF lrul ra[a: Ktavmn rsL;rratars raSart9t a rrlt,=.: tra rs t TQIt•[r[r rta.lc-.IrIT rt :rmcacam rt rfrzl o©rt u_^.Irca.K rFa rr tea, r c'I nrrar Ktl+:rrtsll_t.I l er_ art. s,' PRFCAST 11—LINTEL DATA TABLE t•l fI: i:r7L'it>_J 7J l. ItF7:i f r ESQSiO©[ 1 GQai•%/3 Y r•1L[0 rLlL^•i K•L9titL1[kL'1L'7[1QJ 176_i_JF'dlirPLf!! VL`i'f Ll ll•I:Lf iJ•, rcuKaga.um[ilT=.r7iiGS9KCdE1milkS7.iY.1 CiL'r VLtL"J Oti 4%.f t i W.eaarmF,t[lais:lr>rt ui u[}ruo W.L Mgm,gw llnrFas.rr rrve'Ir'ac;o, Kscsar_mr u::rta alr r•••^,ra u Kra9Qsat[r:a^rrre r m ars:Ko ifi'rr Q©L'r! Ik7:!':L f f 4C9i lLi=.dIi1CJ k]C K[T• rci>tK rra:_:a[EtarKr Elul F:t"lfE7C r21'. a' fESG"iLmertr;oKs KDdI EfEitrtAiJ Ff73.1'.7QGiK[tL'S(EG- L1C1t 6 AF36[i r171 lzi m Kos>ir rK::aruai:.11l tii!rinoraemu 1707 rlfOrr.TA T a oKuran a rroamm FORrKOOOf Arrmwc. O a sDTFrlm R COrrr10YI IAY A!m Caapl KrMaODr tOR OmrKK U KalOaf iHt faD1 IRaI OO SOR ew ckm V41, am: L . Dr.= mm l/. m A "IOI A r.. Am n Na 4. Kura. Kale, . aD I. " —" . ! ra A " I. L NOW M iOM aOKrr 4 IMM KOmit. A.[ RI.OU .dAlaa L torso[ STLMM r, - nau ra FOR au . ara WO u as raw Ua Lu a Mr Lwal= OAM — cum - a, it KWAv ImN, h - aw ra lOr . alrn mna rostra - ., TWA m ralw.o. "a lA.pC = Y sat i MrrKJ .WA Ol4L R GK "" OK alto fo K rlra lAoal am r t®OIr lral GW M& E a® rSC C'}" 1:1fF lCA751V r®6'1 40 F vra aa evvlr>tu:arta_::.IKac•Yvm::arr.vvao ; tJrKn,. c rus srauarras::zrrn ver:::KKyiarsa r c rtiaurr c rK:ss::r.rra,u:.uu rravtta::.lrjayr /r W anevs cv..act.ssar_a:stu.e r.FraoiK.,rrnrry r1r_A r.CSKraOK.rat1lFrlU rrdr.'afrFriR7rtSl rA^:tt rF •".IFJrlJ1:JDL'S EZ O k(EMBER OF 1 VA PRODUCT M ISCD i momlloyLm- Uh lho F1.4 EN Roaahacv4. Accop"No/ - O 7LAQ PAODUCr RL'VISIID 4Pam' ao Dma /B mcoriVTYIonO, Rw FlJrld. jCd ofDo3.o3 OFC T y:• CRIUDPARRINOa18324 CH 6n FL 33584 N,.++`` Fi P N0.44756 PRECAST AND PRESTRESSED LINTEL DETAILS me mm vmR - u mm /n 4mua mom scan n ,yma am a/! al mrm:m 0 OKa FARM M l mA` M rant SWa i V GENERAL NOIFS Fa.w. CRlMW-3M0 I'e Y 11 d Hdn 160 00 p,rtpFazzkllawYmLQl1JJppvv •c3oYu9, vWm.m Ad n .p.wh. do Imo KI puicnlmo pip. u or a v N W. bd EctdiwS rlw 14Uq f Il-4 IS ma. t b. r.de.d h 200XX u amrr.y w"th b t- 9" • I/11•dld. 3) n.w. IW —1. W and heel )dnla 4) 1h. a wAa In pvwlhed. Inficak. IY p.raai ndoeWa Ter pndr 40 w .ued r , q i 1 L >J I x wdc9ml+ 142aI(.11J - 117a {if a) N Web mal ar awed dd.e F3M91kx nwdd. UIW ddkdl ko, wo°" tUn ScW 160cmd;Qn. n. ' Ih FWIo MM" UI a) Sh. r. M d 161d+ a r q*.d. 7) 4' nH hN. b b. V_Wd .1 e d —im harbrdd a.M aa''r a j. wt.L a 1) aad/ .barb. I.M= road * dfh W a..hibcw 9) IRA dwkm my midi.. *.W bad. ham oil . 6 fad tatha by flu gLaredxrmr r.drUaq manml .od door d d-o.ad fmn U>. 14 =, od. b m m dales • 1a4 nddw d w. m b M O" oWd, .1 dacoo'ap,W b aaadara .1h AASW C•1' a a•Wm.d c.4-1 Saw.u9w1 lad + N h.rhdd Id S IA f. ie, ad Ind Si. dwd.l lad 16) Far mgmlb Fdd hd¢b nd •5a•o, M .CN bd fnn ••d kW 6d1E160M la) Far L-10 Wqa. f. bd f. .t 6vat (a.A 0. 11) $do bolo an .apda,p.d d.." Iaadr 19) Sdo lou6 bawd an ,Wad d.dpi T..* pw Aa 00 ad hO SIL 11) *kWw l 1.I.rd 6 po m G a".. Uu hF Wddlq Wdaland f.w— A =" mowM 6nh MMO d." OM to L Su 6I.Fb brhu SEE SAFE UTFRAL LOAD WIL S FOR LOAD RATING I` FOR EACH ADDMOWI REINFORCED (RGRI) 1/Y CUt TYP 1) 16 RE&Yi FOR U NMTEL 2 5REH4RFOR12' UNIELS CR40 or OR60 A• SAFE LOADS FOR 4" SOLID LINTELS 4z 40m GRAVITY TYPE LENGTH Ass S-6' ( 42' PRECAST 1180 4'-0- ( 48' PRECAST 959 4'-e ( 54' PRECAST 769 5'-10'( 701 PRECAST 460 6'-6' ( 78') PRECAST 360 7'-6- ( 901 PRECAST 260 9'-4' ( 11n PRECAST 156 10'--6' ( 126) PRECAST 716 12U8 4- 4- s Q III UPLIFTLATERAL TYPE LENGTH 4sa 4S8 3'-6- ( 42' PRECAST 687 371 4'-V ( 481 PRECAST 597 320 4'-6' ( 54-1 PRECAST 529 258 5'-10'( 70) PRECAST 407 148 6'-6' ( 7n PRECAST 368 118 7'-6' ( 90' PRECAST 280 87 9'-4' ( 1121 PRECAST 187 55 10'-6'( 126) PRECAST 152 43 12FB 12F12 12F16 10) rut - HA mew ' • ^"' 11) adbm 161d WW r.b r to b4 bads d lq muam d W. old 001V. PRODUciMVISED 6U8 6F8 6F12 61`16 m aw. 91Y6a1 %rllh Iffi FTorldr 3t1,•1 ss`.. y- ... L," ti 18 TYPE DESIONATION .:,• .^" , rf., rr- Ana10GP.a-Q]QID 1 i, y. M1• is aaR/Q -O..H •.• • 1 rJ -Pw IIaY 4li' m tAQ! rl 12F16- 2B/ 27 :.,g.f., h- hN' am • :. may: 1v' ti•::Yr/fe', ',a:'•. `•'1::`% r' 4S8 i s I it. • G 2 =;; ti. : K. PASS• 12F28 12F24 12F20 PRDDUcrRM/Ism owl C'- id,OuEb+fda i l 5 • • ..• • • • • • • :pp' ,4. _ % .AJ RAIG PARRM n n. o , - dD l8 IrNOU24ALalma RtO,.': MGR579 6F32 6F28 6F24 6F20 'ryS,O G`b.`RSF4FUR 3 ,& ad n CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES a 1 owrtr IU11L` aLWCr14 mums It A W om self: 0.IS rr77777 Rrr..CC44 R44JfMH88 11'''' DUL• 3 i awco ar cm rarz - ara R0. 40n DlA4G1a. M. LIA11 SW 1 Of 5 c— SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS 4-1-4— SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH 61. 6F8-18 U12-10EF15-18 WO-ill W24-18U28-1 6F32-1B S-6(421 PRECAST 2332 2675 3392 5050 6148 7227 8297 9357 4'-0' (481 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-8' (341 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 Tr (781 PRECAST 949 1078 1831 2850 4328 6737 8287 9357 7'- 0' (901 PRECAST 779 SM 1459 2168 3151 4524 6654 9357 9'- 4' (112) PRECAST 584 66D 1058 15U 2084 2795 3731 5017 10'- 6'(1261 PRECAST 503 US 895 1270 1706 2236 2B98 3747 11'- 4'(1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'- O'(1441 PRECAST 425 477 744 1 1042 j 1377 1769 j 2238 2808 13'- 4'(1601 PRECAST 373 417 646 895 1170 1485 1852 2285 14'- 0'(16131 PRECAST 351 392 605 835 1087 1373 1703 2G87 17'- 4'(2081 PRECAST N.R. 299 M. 620 794 985 1198 1437 j) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 SAFE LATERAL LOADS FAA A- 7RFr dlgT IIJ IMTFI S C,- 4" SAFE LOAD PLF LENGTH TYPE SUB BF8 RCMU Y- 6- (421 PRECAST 587 1055 596 4'- 0' (481 PRECAST 487 787 445 4'- 6' (541 PRECAST 416 609 344 5'- 10'(701 PRECAST 300 350 198 6'- V (781 PRECAST 283 496 157 7'- V (901 PRECAST 222 367 116 9'- 4' (1121 PRECAST 173 352 74 10'- 6-(1261 PRECAST 151 276 58 II'- 4-(1361 PRECAST 139 311 49 12'- 0' (1441 PRECAST 131 277 44 IS- 4'(160') PRECAST 117 223 35 14'- O'(1681 PRECAST 111 j 202 32 17'- 4'(2081 PRESTRESSED N.R. 130 1 21 SEE GENERAL NDTE IS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 1T• Cwf1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE: 6T6-11 61`12-17 61716-17 4F20-IT 6F24-1T 6R8-IT 6F32-IT Y- 8' (421 PRECAST 1412 2074 1 2715 3350 3997 4638 5279 4'- 0' (481 PRECAST 1225 18D0 2357 2913 3470 4027 4583 4'- 6' (541 PRECAST 1083 1692 2084 2577 3069 M52 4055 5'- 10'(701 PRECAST 831 1222 1600 1979 2357 2738 3114 6'- 6' (781 PRECAST 723 1097 fa 1437N 1777 2117 2457 2797 7'- 6- (901 PRECAST 648 883" 1249 1544 v)I 184D 14 2135 r4 2431 col 9'- 4- (1121 PRECAST 575 671" 980 1252 1492 1732 1972 10'- 6'(1261 PRECAST 514 462m 787 1121 133101551 1786 tx 11'- 4-(1361 PRECAST 474 404 085 SIBS 1213 1442 1.5 12'- O'(1441 PRECAST 454 387 ro 619 of 888 1D93 299 11506 13'- 4-(160') PRECAST 4D2 308 516 738 w 906 1078 1247 14'- 0'(16B1 PRECAST 368 285. 475 677 832 989 1145 17'- 4(2081 PRECAST 253 208 j 338 476 585 693 803 p) THE NUMBERS IN PAREMMES1S ARE PERCENT REDUCTONS FDR GRADE 40 FIELD ADDED REBAR. SEE GENERAL. NOTE NO. 4 FRODUCTRBVLUD g' Qb LE- F100d. A rnpran 8 oil PA rr,,, Ri ' To RYul G ENS O a oDUOTRav 44ILSaD F)widT F R; 1'`r' CRAIGPARRWO nca' 03. op by 4SGip' 6324 OR S79 SEE GENERAL NOTES - SHEET 1 OF 3 ,IVAL ;•' S6FR4 FL U%4 r111' 1 FL. RE UGNO.44758 f. " v' OF aw i s RZl1G.+ Til w CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES 4FRE YAIm 0691411 aII.RM RI ou AV= SGIFi i"_ . MI6 3AYIjW RI M fMC1 FL - FM A 441N DbItlIA M 54112 96U i to 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS PnR 49- LATERAL 1I a SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS my-4011" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 IIW28 11F12-2B W16- 12(20-2a IIf24.26 12FZIK8 12F31-29 3'-6' (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14435 4'-0' (48) PRECAST 2923 4232 5838 7819 9352 11060 12755 1443E V-8' (541 PRECAST 2395 3464 5304 7619 9352 IWK 12755 14438 5'-10"(70) PRECAST 1612 2320 3216 5234 8487 I WO 12755 144 , 6'-6' (78) PRECAST 1383 1986 2879 4196 6421 10032 12755 114438.g 7'-6' (90) PRECAST 1133 1628 2131 1 3218 1 4678 6756 9763 1 1352a( 9'-4- (112) PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-0'(126') PRECAST 614 1043 1295 1853 2510 3323 4334 5632 I1'-4"(138) PRECAST 518 945 1162 1649 2216 28W 3719 474 12'-0'(1441 PRECAST 456 1 578 1073 1513 2020 2817 3333 4208 to 13-4'(160) PRECAST 359 767 a 928 1294 1709 12188 2743 3409 14'-0-(168') PRECAST 321 72004 SO 1204 1584 1 2017 2451 1 3106 17'-4"(208) PRECAST N.R. 4519 631 M B81 11410 14280 1750 2102 19'.4'(232) PRECAST NR 343 477 y 7004925 1152 1380 1609 4C4liT-4-0- i""F ELOAD3A PL F TYPE LENGTH 12U8 12F8 RCMU 3'-6' (421 PRECAST 1295 4841 393 4'-0' (48) PRECAST 1295 4841 299 4'-6' (54) PRECAST 1049 3922 2417 5'-10'(70) PRECAST 681 2-947 155 6'-6' (76') PRECAST 579 2167 1234, 7'-8' (90") PRECAST 474 1771 914, 9'-4- (112) PRECAST 355 11,326 58 10'-W(1261 PRECAST 306 1143 454, 11'-4' (13n PRECAST 278 1041 38 12'-O'(144) PRECAST 260 971 34 13'-4"(16n PRECAST 229 857 278 14'-0"(I6n PRECAST 216 809 251 17'-4'(2067 PRESTRESSED I N.R. 833,j 16 19'-4'(232) PRESTR( N.R. 534 1 10 1) IRE Rd1 M W PAWUKS1S ARE PENCCNI RIOXIDI5 FES DUDE 40 1mD ADDED RMNL SEE COIERD. H01E NO. 4 SAFE? LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST W/2' RECESS DOOR U.LINTELS 12• PRPnART aA 7" RPfIPRR Mn nR 11.1 INTFI A ftlr-ovwm SAFE LOAD, POUNDS PER LINEAR FOOT LENGTH TYPE IZRU6 I20-211 MI0 2 014- 122118- IN22-2i 12025-211211F.D-21 4'-4" (521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4-6' (54') PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8' (68) PRECAST 1347 1841 35M 6395 9640 11669 13679 15871( 5'-10'(70) PRECAST 1259 1758 3351 5954 935E 11669 13879 158 6'-B' (80) PRECAST 924 1430 26M 4415 8684 1 1257 14804 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922 9623 1132Q 9'-8' (1161 PRECAST 389 843 1451 2157 3203 4427 5417 6380 GUN 40 FED MU MIV& SEE MIUM WOM [a 4 M.( 1"W 1"M LO PLP LENGTH TYPE 12RU 12RF6 RCMU 4'--4- (521 PRECAST 1295 3692 258 4'-B', (541 PRECAST 1213 3458 2417 5'-0' (68) PRECAST 784 2236 165 5'-10'(70) PRECAST 747 2129 155 6'-41" (8n PRECAST 602 1716 117 7'-6- (901 PRECAST 504 1438 9140 9'4- (1I6) PRECAST 355 1011 9" PRoDUCPREVLsr o idi" r F tvi0 tho FIo,Fd. BRRdiq,1 dc d aotra7 SEE GENERAL NOTES - SHEET 1 OF 3 unn"OF WT+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IM-21 12FI2-21 12F18-2T 12120-2i W24-IT 2112F32-2T 3'-6- (42) PRECAST 2752 4287 5613 6938 B284 9589 10915 4'-0' (48' PRET'AST 23M 3721 4872 6023 7174 8325 9477 4'-6" (541 PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(70) PRECAST 1623 2327 3310 4092 4875 565H 6441 6'-6' (781 PRECAST 1444 2972 j 305 437E 5081 5784 7'-6' (901 PRECAST 12670 1767 2583.1 31941,380601 4417 5028 9'-4- (112) PRECAST 1028 117100 20MA 2590 3007 3683 4079 10'-6"(126) PRECAST 920 947 1612t, 2281 2764 3209 3653 1V-4-(136) PRECAST 858 I, B29 1404 1982 2441 2992V 3384 Id 12'-0"(144) PRECAST 814 753 1269 1788 220lu 2616 3032 13'-4'(160) PRECAST 678 633 1057 1485j. 18261, 2169 2513 14'-O'(168) PRECAST 622 ca 586 974 IN 1365 1679 1993 2309 17'-4"(208) PRECAST 434 D1 427 695 964 11820 1402 1623 19'-4'(232) PRMST 366 3701 593 817 1002 1187 13720 Q THE MOM IN PAII12MM A1O PU4tflO RED MM FOR WX 40 FnD AM tit % SEE 60417AL ROM ND. 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/2' RECESS DOOR U-LINTELS io ltd SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 120,21 W10-21 IM14-I RVIS-2 I=- IN76-2112ffJO-21 4'-4- (62) PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-6' (54) PRECAST 1558 2582 3602 4623 5643 8554 7684 5'-6' (6n PRECAST 1210 2042 2850 MIS 4466 5273 6081 5'-10'(70) PRECAST 1173 1934 2769 3553 4338 5123 5908 6'-8' (80) PRECAST 1020i 2426 3114 3802 M89 5177 7'-6' (90) PRECAST 904 771 21 2776 3390 4003 4817 t9;-Er (1151 PRECAST 703 0 1472 2181 2663 3145 3628 NUIE 18,.G+; 1C ENS . 447 76 IN PARfNDM ARE PEFMIT IMI RC11016 fUR FlpD MUED R3QL SEE GMU& NOTE M 4 CRAIG PARRIND 6324 CR 579 tpm'aS m PROIRICTMISW 93Dm"C44 DI'1m u1aeex pt nDale ° '03 r A8 myhDtlact tu- i`' FL. P.f11fiC,WRO.)ur259 u. wwCAST— CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ICE 1DifC DnDn-14 OAAYR m tONW AARA1D iv., r. R.7l, O11Et s ) OICgOD Rt cwo fmo. PE. - 10D. a "m pu R4s in Ulttz =3 S OT s MIAMI•DAI7E MiAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application bas 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 HJelmy A. Malcar,QP.E., M.S. MIAM DADE COUN / ,J l j NOA No.17-0821.I9 Expiration Date: 05/21/2022MEW Oct!Z J o / 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 L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 44 dated 04128198, sheet 1 of I, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per 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 11111196, 4S pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill 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 05 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-A D0749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-A f20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. d. &,:, my A. Maliar, 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 14Iade 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 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Linte1 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, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System 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. flelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.I9 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance 0jf1ce. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. e 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 March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for high Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL. CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBIVIITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report I& 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alfiami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. 1-61 W elmy A. M kar 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 SUBNHTTED 10. NEW EVIDENCE SUBNHTTED 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. 11'C'4 d' - W, Z-.1z" 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 r J 1 f`-,`nit m. ",`k'.'i^'JFS'3."+r -'""' *v ii`i,^"1!Sti=,('ix'.,'.,-''^._, ht••,,'1'p*r-' a TYPE "A' STIRRUPS Y 7 32" p BAR roN1UPS 6 1 B LI STIRRUP DETAILS SLL4 6TJ, 8" PRESTRESSED LS I34dBAfUPS ` 8" Sr1RRUPS M n 5MLZ&UA S 021 7}gambu YiL+IfflY YT7i('.7 lTI In,rc+e:lm vral u rvr:>'morr,a, MOVE rir3rncFitr T ,,I rmmmas MWIM10011000 a=A WMvA:..-21123MMAD:lu.56rE v EMAIL" SOME aIia"I Falls U m m=ww mmcms irm 1 mir m==mina 8" PRECAST W/ 2" RECESS DOOR U—UNTEL DATA TABLE i-]] I]SLL't iT(1fLl"d-L.l ll:lL['IrT+1T'T11i7YllM", ii (.y---.,,•,{ 1 77_:.•.f1 I F]QCaifi.7LlttiE3Gyif8iiF7CiitL::}7lLJ!`.L""'4dT w!V I FGS![SCL[ElF/falY rl.!''L R.Y'.l:V z SS1L''F'r7Att1 Y.'IiE i C1iL•L• F711111L"1i:1.+fR,1or'"1r/tYi.Fl ii©©ti! url r[]GirE v!l3ur..•„ T,,,;ra.[r:,e rr lserar SimT•r.si,fl iTJrt K; e st,r ao rl»rr lr_cy[::.;us.uar• 11 vr«r,Erso fiYli[! 7 a11M I — 227.15 CImItCtOO Thrae 2.oyL An 4 nA ucTm rmaa ••^ IIEOlfaOL "p COE ruurrsTlprf uoprL n. ro+. u.".+ r11E5TI1El>Sip R llrMca.aiHO G [:E rASR10ATION 11pp Ei R" PRECAST U-UNTEL DATA TAELE S ty'+L f4_r Mn6113IJ-xdT,'7Z_44-In i. JIL OEM wimp—Mi av MIMI rrJci'%rt' V-1a.WrA r 13aAME713 ra Cra mruusr2,10% E ;v¢1ns wiso 3CA WA2A lL.CiEiF7 l7Gigamm a atlr ltrUfS77.1EF.'ff1#3'T1[iSii7Efimrtr,+=T rs WiZ uEr tawrj L1f36.iifl:IL10, lSLRlrxrnQ rlSl a lCd9 ER! m rrl rr• r. rm Enom HQrlffamr>arrramclrF3s. o uy-l"A fSY IFLL'dU1GlLC`Lli111rIG]iiEimty i9[lfEi L7IS"1 Eii/:?IJIFITaa Fi'1 O FIOMnW pqV WTW m vm*jA= Mg RO= AnImYAL IT 17 rmreaTcp by COrrmff I'm Aim c mf 9E AnmOOu= CA 9.7I0WEa maim nS raw I omm amrsm OF agu q= Im *A. an I. XagORO 0 Sffa; T/O1 a. A]p. A$iM N. Pr. O. WTO IU TOTAL N2117 O1 SVW'' AID jf Tpl VIOL W ATIY NI/I.7/la "M zrpm IDIr-AALGf.SDOH RF)T 9Ao mmutTO R cOwM Oxam nm Gall um w rx. Rummmm am rot muru opAmotAD #AID AAIa M. or i11Wns TIfr I m ldffvimN a+ec YOOG atma+ L aernitw L DOW= ¢IOOO nl W; r nou CLOH mtTyprLnOWnaX) 1. • Uta rL rai ALL a e s roulres Or POQ Korn rore rnnLclsrlllalvAToz o,Am cmcme HAT eL m LAW pmul n " 1" rmcc. .70 (t wmuahm I1W AXKwornim1. iiAAVr01p_F149m1,1 nitTR D FTOOnititIDmAlmWlulpmIinmiSuns FNy'• '•, rnnnticrecvtsl+D Raft CO&TmnC.Fkdd• 03.02 IknnA iot6 eoL. 7 OM PARM110 GMrR57 SFFELI N0FLP 4475 CAST-CRETE B" LINTEL FABRICATION DETAILS W... r___ An ibl m cu nArc aoA%n'ry I nAnn Fnn A° PRECAST A PRESTRESSED UUNTELS 77ta' SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH Z VV. 6i12-M 6F12-te IFIS-m all" WM"-M aria-11 D'24-W In"n VA-W arts -le 6F32-® unst-lo 3'" hr1 PRECI6TL / 2231 3069 3712 a163 mW ee54 1S02 I=[ 302E 2W IM 7U7 6W4 Im74 118M h-0' (4B') PREE:IAST 1866 2ul 2151 3w 4e20 1i911 703i elm 2693 106 1U 7547 R74 103l4 IIRS 4'-6' (541PRECAST 1599 I069 2150 203E 3733 45M C.100 nl 2169 437a 1113 75R 107E 102 4 Ism 5 4' 64 PRECAST 71217 13" 1438 lint 250 31Z1 mu 42a IOW 3mo 5365 75n 7WI a7s3 TOW 6'- f0' PRECAST T002 1105 IRs 131 2D90 231! 3DD2 3F7a 1451 267E 4M 66 7181 13m E'- 6' PRECAST 90B 1231 21 3031 3707 4W3 6D11 1238 2177 301 SRI RW m i'- e' 9 PRECAST . 743 all im 213! OS U" 3191 3606 roil 1 20" 3m 5141 N61 9472CM 9'- 4' (1t27 PRECAST bs 1160 IVA 2514 3441 2615 330E 762 120 160 2564 341a 11H0 10'- 6'(126' PT EST 475 w 4R 1247 2D93 27m 2103 Tam 213 I= 15M 20t3 2R1 475f 17'- 4'(1367 PRECAST 362 bit 941 UW Itit 21L1 1117 4001 562 945 IUS IUS 2I23 3127 4OZ 1Z'- 0' 144 PRECAST 7337 a73 1254 Ii64 2w 2a05 355E 04D pl 1261 1664 21 3 zoos 2 13- 4" 1 PRECAST 6n296 171 MS f07a MD Ima 23I6 33 471 765 Im5 1471 W36 1315 26a1 14'- 0'(168 PRECAST 27 42 Tom I32a 1997 2127 2510 42 7D1 11102 1321 1997 2227 2930 T10 4'-6'(IW PRESTRESSED NR uA x2 45/ 7m 137a 1D02 24 724! 51IIR 231771 91216' '( 184 PREStRESSED HR xe IN He I2 710 110a 733 1117a XI2320 2013 17'- 4' (2081 PRESTRESSED NIL tat xt OD 61D 150 1320 1009 160 20R 1'- 4'(232' PRESTRESSED NR. to lu xP 7u N, xR m 735 42D 760 ID37 126E 1515 R16 21' 4(251i'i PRESTRESSED N.R. 7a bm Ns 7A mis JR IR 340 so e16 IIt4 im ma 2Y- 4Y (264') PRESTRESSED N.R. m 1U Tat NR IR Ne in 316 MO 7e1 1047 In! INN 24'- O'(288') PRESTRESSED NR M m 404 NR lit RA NI to a 450 CS{ 6t4 107E 1222 SAFE WTPRALLOADS FOR caT9GOCQ1111_ I 11171:IA crpq. 1 ltt SAFE LOAD PLF LENGTH 7YPE 8U8 BF8 RCMU 43'- 6' (4»• PRECAST 1025 1024 1598 4'- M (481 PRECAST 765 763 13US 4'- 6' ,(541 PRECAST 592 SS1 1073 5'- 4' (541 PRECAST 411 411 745 5'- lM(7M) PRECAST 340 339 616 6'- 6' (781 PREQW 507 721 490 7- e' (BD) PRECAST 424 534 383 9'- 4' (1121 PRECAST 326.1 512 230 10'- 0' (126) PRECAST 28'4 401 1 BO 11'- 4' (136) P Rs;/ST 260 452 154 12'- O'(1441PRECAST 244 402 137 13'- 4' (1601 PRECAST 217 324 1 10 14'- 0'(11081 PRE'JST 205 293 100 14'- e(1761PRESIRIM N.R. 2$4 91 PRESTRESSED N.R. 259 83 17- 4'(2081 PRESTAES0 N.R. 194 64 IS*- 4'(Un PRESIRESM N.R. 14D 52 21'- 4'(2%1 PRESTRESSED N.R. 125 42 2Y- O'(2541 PRESERUSED NR 116 40 24'- O'(2E8' PRESTRESSED K.R. 91 33 nAPP 11D1 [Wr I nAnS FAR R" WMCASTa PRESTRESSED U-LWT•ELS 41--. 19m SAFE LOAD-POUNDSPERLWEAR FOOT TYPE LENGTH eFe- r7 ert u R B12 ZI 4nair 4FlF21 Lff tFao2r4F24- R 1n4- ff U24- 17 teu- a am - IT eao- ar 3'- 0" (42 PRECAST m 4 4394 67m 2 W ism 21b! QU SM 132 7001 46 PRECAST 1M 2305 30a0 3116 SW AM 5363 23M 3060 3314 CM 6726 6ID1 547 PREfAST Alm 19R 27m 3M5 4043 4711 0379 1297 2W 270 33M 4W 4711 5379 6' 4 ( 84j PRECAST Will nl 2276 2a7A 3395 t 4m Imo 17{ 6 2775 gait n" M51 4- 5-10'( 70 PREC/Sf 9m W 2593 3107 41ZCAI fI 1617 2593 31 i-6' ( 76 PREfAST 4 Hm 2321 3251 W V07 le6e 2321 2m 325l 0% PREGiST m 1Dn 16M Em3 14 20R7 iM 1624202a242aUVPM9'-4' (Il2' PRECJ6ST ISM M IL70 1471 1416 2 691 N2 1316 ISO Im 10'-6"( 121') PREU5T am m6 910 1110 Nit RJ6 S3 IIW 147E I= 2055 11''(136') PR(YYST 414P3..34 em IW7 Im 1517 f753MI 494 137E 1943 1215 21O 12 0' 144 PREC45f a7 7M 9}a Ii 136E IS>s 47D 94D 130E ISW 1e1 2075 rL 13'-4' 160q PREClST I 6m 7a5 9H M 1323 421. 7m 1ti9 le t i6vcn 14'-$ 163') PRECAST S64 50 724 lag 104 1220 410 m IU3 lase 15R Itm 14'-0"( 1761 PRESTRESSED fQDbdVio rr glom tut 246 3m to j 930 p 1303A Islam 1734 15'-4'( 184' PRESTRESSm 224 73MD 31)w 311 4a6 jd 916 A 6V ft, 00 79 rA IN 911m 1460 IW4 WI DA 17'-4'( 2087 PROTRESSED lm 20 w 405 W 75e 19! 306 60 i 740 1271 1D'-4'( 2321PRESTRESSED IR 2D Na C, 447 M 667 mi W m 747 lu 253 429 1 an Di VIR 1052 17v 0. 21'-4-( 2587 PRESTRESSED N2 7W aD aW 655 142. 732 M 1 SA 721 905 IDO 0' (264' PRESTRESSED 137 197 p W n 371 412 hie am 137 223 35e 50 m 1167 122 24'-0'( 2881 PRESTRESSED 121 I D 25970 342 16 492 6 57 1H2a2 319 31 4556W e7o f) THE NUNDDS o1 PARERTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE OE74llUl NOTE NO. IS ON SIM 3 OF 3. 1H FIELD ADDED REBAR SEE GETIERAL HOTS NO. 4 ON SliEET 3 OF 3 I PP.GDIiCTR@»ED P3IDDUL'i'Rg y-n PIEODUCT itEV1SFD .. c.I31 a N11blaao'ms" tOmDlyfnt'ftM- a cnmplyWS % 7[lL IM Radd9 6xD C a Cado no&ng Code A—PIAcc)kL7-o%L'1•/S A9++pmmNo o .o A—pu— N. 2c2 Z 17alc.ZoZ'a G S7 1A y r, V 34UAL NOTES - SHEET 3 OF 3 1s5wm hjI aEytslcN_ NP1 ! 91A OF mle ME 4c% cm K;; Duel pTo-.FF T E55 ARE paicEKUW[um I'vit "AUt 4u GUMME No, 4 ON SHEET3 OF 3.Mt OD PRULrARV1YUDv121: y ` IPO 6EFFNER R. 836M m ' F•', R.P. E.M.N0.44758 tt1u16' T—CRETE 8" LINTEL FABRICATION DETAILS max ra awfumm- mmaml Mm 107 m wu SAFE GRAVITY LOADS FOR B" PRECASTw/ 2" RECESS DOtiR U-LINTELS nsr tam SAFE LOAD . POUNDS PER LINEAR FOOT TYPE LENGTH sRl1G ea" M MR4411 11fIF4 ano-as WS-12 AW10-10 erm-111 LFTe-I sun-1 070E-11 BU70-I 4'-4• (527 PRECAST i6Fi 1741 3155 3050 4340 5421 NOS 7W Awl 3699 UN SM ISM 1479 W323 4'-8- (54' PRECAST 1494 4 1751 37a[ slot M 074 IOW 5'- 8• (651 PRECAST 866 1770 MG 2277 2739 3402 390 1197 2451 4507 63L1 00 7t17 93t1 5- iD-(70' PRECAST 810 es9 I09 Iwo 2124 2640 3174 370D 1113 7342 4142 U31 74UN alas 6- 8- {89') PF83iAST 791 t01 1525 3120 504e 7747 9445 73W 901 195 3120 504e 7015 OT79 Oak 7 - 6' (fN]•) PRECAST 669 755 1490 24% 3776 6743 72n UM 7W 1430 2459 Jn5 6743 ango I 9' ( 118' PRECJST 411 on 1566 2l57 3t2a 4W, 3I41 516 in ISea 2257 3129 41, Se91 J) THE NU9DERS N PARENMIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR SEE CENTRAL NOTE NO. 4 SAFRLATFJiAL LOADS FOR 6• PRECASTOT' RECESS DOOR Ud1NTEL.S C-- elp 16 SAFE LOAD PLF LENGT" . TYPE 8RUB 8RF6 RCJAU 4'- 4% (52' PRECAST 750 757 1164 4'- 6• (54' PRWAST 894 693 1073 V- V (fin PRE4AST 4010 407 665 5- 10•(701 PECAST 382 381 616 5- 6• (80' PRECAST 595 78B 464 7'- 6' (9n PRECAST 609 674 363 9'- B• (116') P88 AST 370 4.90 1 2T 4 I SEE CENERAI. NOTE 15 L1 6 1) W1Mdtur 12) [Wde m mnaYcWd r -111' M9 odi4u d ft m6. L mmNN. reedW . e i 4d - 4WD I'd epm.Arvm+adlRllym mm rail 13) u. aYM vl— at War I.Wed a al®r ae. aueml AW Lan u. 16O d d— q W i . *= tila 16'Ia fr111 i AC ryKmd o wc. T. +9.g(ygN) w SSWt493s1M1 r7- Sul rnugptsN7dr.ncfl 190) V+1 ASUr AO71 Gah W 14) Ude. INId d—,q{, r00 •aAM 4+iM v nriD u7( 0sin1Y (I.1.-0 b b b.0 4 dcaM tir the oo3bdlwdw d6 IM (.to7. q.Nfu e1wN Cr11YA411 4•.d. WD 1. reY..9m a..6r ASW 9a Tn. It 9 h b." bw S IA 2) A3 KN bw lS..a Y.ad m11(odNLl.l am4 IrFL pYe,d Q!Q 75_ Sad pW N 1M 2'JYA Iy !Y fnqub 4a! 0(yY' . Mt *= b 1. b1 Gag a.1d bw btW 9M eIDl 11 ie.ig 1. O 1/i ie14 Yha 1 IB ru Hd bKMs a7 slog m. =to Tod F"m ad bared Iq9 dma h. W 5d cp f 1d od I... PhIL I» Sd. I..d....3pfor xd dlm.'3 Teals 4) 7kb mmlef..aw ruts M+edo to 4r=,i_ k, oE4d1, Wr.om 001 "d AM 316./! 10Sd. kW1 Md n rc*add d.d.- wAVjf-.hNM 4 617: Id W YAll W) m wied e.+cery Iu9.Gigd9 ••P. Or rYd Se d.GS 61aG:dlfid lO td@ and a sad_ t ddkc4A . huOD:m R•atro+ Md tom. Re 17 -i .a1 1a.1er Dads ^1tODUCTRWEV& D eremebV160Idlw2a. pP b rntsi 1. qq5go d m. 71odM h7Aiq m campl2vta dM F1Y411 Cd. S.e9m. 1 WI31 n e 73 ddiu; Cbuc 1) % m Zed mddh o raf..L Aoap;t.cr t7a d 22 . m 17 eior r>% 6. dW2,W l.r da 15 re6u Fes*- Datc Q hgd.7../ LL7htd .at Pqb .16 Rs .rh7.ddd a Ccsaa! 9) + Mt {IYqm.qitdarta r. hUq aw=t .d d¢w' d d-. q h— LW 1— d .gAwL 10) at-H.1 bd ' 10 D.U. [dA d"_rd.r r 1•. bold d V. b.um .1 Lb UW ..R¢. 1/2' " NP. SEE SAFE WDA LOAD TUAaB= FORFOR G"pL WDOyMfM FIATr lR` is WAR 0 at OR60 SAFE UPLIFT LOADS FOR 8" PRECASTw/ 2" RECESS DOOR U-LINTELS 44axvvAmwm SAFE LOAD - POUNDS PER LINP.AR FOOT TYPE LENGTH MD - IT 10-t 6014-I 18-1 t e1011- dma- 1 W0-n e810- e7614-2I MFlo-1 MZ- MM- eRFM-2r 4'-4' ( 52') PRECAST as 16W 2192 705E 3751 4446 6µ0 Bo 1GN 2362 3059 MI 4445 5140 4,- ( PREfASf et7 1w4 2272 2W 7 4275 4943 067 IC04 27n 2n0 3W7 42M 4143 5'-' (6n PRECAST am 12nh 1797 232e 2554 39H m tm im 2325 2554 MU 3911 7-1U•( 7n PRECAST m 1207fm 174e VM tj 2773 72at 2m 6% 1233 1746 1 2773 346 x7OO 6'-• (60•) PRECAST 570 929 1s3D I9w 2429 2079 3320 570 19i0 1530 1900 24S 2SM M29 r-e ( 961 PEW ws 742 13H I V86 2667 2966 sw e9e IJi{ f705 2,60 2567 216E 1In PRECAST 3O5 466 am I= 154 1 9 21SD 39s 510 1072 Iasi r701 2m 2311 1) THE NUMBERS N PAREIMIE51S ARE PERCENT RFDUCTM FOR GRADE 40 FIELD AOUED REBAR, SEE GENERAL NOTE NO. 4 TYPE DESIGNATION F - ial® flu9 aRal7r / u - IA0RIE77 OA F BF16- 1 B/1T L5 ISIAR i lie am I' b : e 13 RJIJ411 AT 50D0L Or Ipm cow PRODUCTRLVISGD BF32 pe44 .' 7 AMR mA p m= 8F2B•+p. 0A 7DIe F1m4d: 00J0Y} r DyirBo1pcc • -I 1 0.44(r,J; ID'RabMGVmIa17DhD.I lod3a p•l, C.l ma9 u Co CRAIGPARRNOO•qan mmIRtoiQL. Wllaaxe OZ dSSi:,: R• ' cr1 0++, &&R'ffAFL 83684 mv' ariCF i .l T .51m fa iirwsr i rtfa:[•1ilTcf lii• 1 9fcLG lir[Wit i : O DETAILS w [d47I! L7: 1yv{ai[S rnAari a 'ii' I'' i 1_•.:.y,. yri..eiavur.;.-I:YIYYI[\ CITY OF SANF BUILDING & FIRE PREVEN' PERMIT APPLICA Application No: I ('_J - / (v0 Cap Documented Construction Value: $ SciLJ Job Address: 9-(4;,33 C-v-e-e_,) 5W o.k lai .I Historic District: Yes No Parcel E D: Residential a Commercial Type of Work: New 13' Addition Alteration Repair Demo Change of Use Move Description of Work: Pi lxvtit 6 c n , k .5 rig ; aL k i Qkc: C , Hca.s : k-t v, fh c,cl t i ri Plan Review Contact Person: ''(c,S Seems i to!, JCzt (c_I -zr Phone: Fax: Email: Flame Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name 12. ?. )L; -rr- , I iL v l'j t;•, Phone: _4Z-4--Z43 Street: 9' --01 a F-VI C.-VA Plf Fax: 2-i o - City, State Zip: .6 L8 X`f State License No.: 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 Y( PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wt 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 requil in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitl The actual construction value will be figured based on the ctirrent TCC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work w be done in compliance with all applicable laws regulating construction and zoning. I—t•f - 2.0Ib Signature of Owncr/Agent Date Signature of Contractor/Agent Date Print Owmer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print ConiEaaQT4A9CE Its Na c f o - Zc: I b Signature of Notary -State of Florida Date _ PAT Si isi W COMMISS101 19 FF 120U, WIRES: Augi sl 25, 2018 pr5t BMW ihioNoteryP baeunCen"b. Contractor/Agent is c/ 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: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - 4 of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Ar 9507 State Road 52 123 Miller Road Valdco, FL 33594 9701 Bachman Road Orlando, FL 32824 Established 1973 www.RJKielty.com Hudson, FL 34669 407-855-2636 State License ff CF-0O203, 727-863-5486 813.661.0707 R..I KiELTY Page: 1OF Proposal No: 717-13532 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 We Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. Ail wank to be completed In a workman like manner according to standard practices. Any alteration or deviation and willbecomeanextrachargeoverandabovetheestimate. All from specificationsbelowInvolvingextracostswillbecontingentupon strikes, acctdenis uted only upon written orders, s bayond our control. Owner to any fire tom a necessary Insurance. Our workers are t agreements covered by worker's compensation insur AUTHORIZED SIGNATURE: : THIS PROPO AL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA We herby submit specif ions and estimates for. Master Bath 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 ShowerSterlingAccord60x36Base1Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath White With Walls And Moen Chateau TL183 Chrome Valve 1 TubSterlingAccord60x3071140120tToilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav 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 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfiliing By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 4U Water Allowance; Additional $3 par foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.OD1-713.37. Acceptance of Proposal - Thi above prices. specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined above. I agree to pay reasonable attorneys fees court costs In the event of legal action. A monthly service charge of 1 1/291. will be added after days. Any server laps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: r 1' l Q tUaDATE OF ACCEPTANCE & PAGE 2: I< Branch: Hudson Last Edit By: Last Edit Date: 7272017 BUILDINGDIVISION sr, tary AUG 2 3 tors PERMIT APPLICATION Application No: 1 8- l is O Documented Construction Value: $ 51,000 Job Address: 2633 Green Swallow Way Historic District: Yes NoB Parcel ID: 17-20-31-502-0000-2410 Residential ZI 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 Title: Director Phone:407-630-0119 Fax: Email: brandon.gibbs@reedem.com Property Owner Information Name Starlight Homes FL LLC Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste 124 Resident of property?: No City, State Zip: Lake Mary, FL 32773 Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 W. Plant Street, Ste 240 Fax: i City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: Na Phone: Street: Fax City, St, Zip: E-mail: Bonding Company: n/a Mortgage Lender. n/a 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 trust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1. '6 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code 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 owne.r of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee of the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 8/23/18 Signature of Contractor/Agent Date Brandon Gibbs 3 Print Name M i Contractor/Agent's W 8/23/18 Signature N S Florida Date a T Z s of of g ,, Owner/Agent is Personally Known to Me or Contractor/Agent is V PersonallyKnown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 1wW-11 0,rz 24,-) TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden FL 34787 P-----, , PROJECT NO: 407-656-9656 REPORT OF IN -PLACE DENSITY TESTS ORDER NO: REPORT NO: PROJECT V1 j,1ii !c% `-Sae U•— C j — 7 " PROCTOR CONTRACTOR S%G I ' c ` ZffT SPECIFICATION: > v/'/ / -" REPORTED TO: OPTIMUM MOISTURE: Z / % P (c , GAG 6) .. Q SSdd MAXlM'UM DRY DCNSITY: / v ( •'ZLOCATION. ) -j- p . MATERIAL: DATE TESTEQ LOCATION DEPPH . DRY DENSITY INCHES lbs. cu. R. MAX DRY DENSITY lbs. cu. R. PERCENT OF MAX. DENSITY MOISTURE PERCENT 1, r o - 2 0Lf • 4. 10(.-2 i. Z F. 0 i oLi i t e,;' 5 vv 0 r6',2 c 6 j-% VA SPECIFIC PURPOSE SURVEY o FORMBOARD) oa WYNDHAM PRESERVE CL LOT 241 o a°r d a N r1a •' 2 J Q! V 41`64.5 CENTER PCP UNE 3g1,64' 58943'031N _ rAl 0 GREEN SWALLOW WAY— ooi a N 3 50' RIGHT—OF—WAY Z` o n o PRIVATE ROAD) CONC CURB 0,10dc m a oUj O0 b N o Z N89'43'03'E 62.00' T10'UTILITY IASEMENTP) O r1 - - - - A - - - tr V• It l.! 1 12.0' 13.3 12.q' n 20.0 n ui 4.7 N V.. 1STORY Y h RESIDENCE LOT 240 2633 GREEN SWALLOW rn LOT 242 c WAY 1Z y FORMBOARD ' m FFE= 25.38 M A aU O Q011.8 a id v. n n w ai of 12.0' 13.7 12.7 1:2.0' LOT 241 w wi AREA = 7,130 S.F. +/- SOUTH BOUNDARY or LOT 241 62.00' S89'43'OJV LOT 247 Building Setbacks Setbacks: Per construction plane for lVYNDHAM PRESERVE. City of Sanford, Seminole County, Florida. Front 25' Rear 20' Side 7.5' LB -Veenid usineee (LEGEND:ADUSSD-Accese/Drainage/Uliuties/Sldewalk B BockOow Preventer Si ht Distance Easement9 S -Su PRM-Permanent Ref. Monument R -Reported PCP-Pnrmanent Control Point D -Description FP&L-Florida Power & Light P _Plat FFE -Finish Floor Elevation D. .-Oaed Book Water Meter O.R.-Official Records Book Do -Water Volvo P.B.-Plat Book lCr-Fire Hydrant Pg.-Page AC® -Reclaimed water Meter Elev.-Elevalon ACDa-Reclaimed Water Volvo Conc.-Con crate Cable Box 8P-Brick Paver m-Telephone Box SW -Sidewalk M-Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet GTI -Grote Top Inlet Guy Pole tight Pole P.U.E.-Public Utility Easement Guy Anchor RCP Reinforced Conc. Pipe OU--Overhead Utilities PVC- Polyvinyl Chloride O-Storm Sewer Manhole NCS-No Comer Set (Falb in Water) O-Sanitary Sewer Manhole SF -Square Feet CNNo -Electric Handhole D.U.E.-Droinoge/Utility Easement DISK Coo-Cloon Out FMGO-MAG NAIL & P.K.-Parker Kalon Nail 1: -Irrigation Control valve p-Sign SIR -Set 1/2' Iron Rod L87768 woo -Gale Water Volvo SPKD-Set P.K. & Disk L87768 g Gas Meter FIR -Found 1/2' Iron Rod L07768 rr•tt-Existing Grade FlP-Found 1/2• Iron Pipe L07768 el -Blow -oft Volvo FPKD-Found P.N. Nail & Disk L8776B ----Drainage Flow Direction FCM-Found 4'x4• Concmto 0-Proposed Dasign Grade Monument PRM LB7778 As-Built/Eslsllni GradaNote: Some items in above leaen may not be applicableicablel Order No. LOT 246 DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR'S NOTES: 1. Current title information on the subject property had not besn furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar item shown hereon were token from engineering plans and om subject to survey. 3. Elevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGV029). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE. City of Sanford Seminole County, Florida. S. This Specific Purpose Survey Is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY Sum" LOT 245 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be of user's sole risk. PREPARED FOR-- ASHTON WOODS FLOOD ZONE: The property shown hereon Is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X" DESCRIPTION: LOT 241, according to the plat of WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hemon described property Mai land, F ley Place, Suite 109 was made under my superviylpmVildrAlbelp the Standards of Maitland, FL 32751 Practice set forth by tbll Fla p Jgaprd 0,Professional I Phone: (321) 270-0440 Surveyors & Mappers irt,h_alS;•SJ-.11. f!pt(db/Wmintstrat" Fax: (813) 248-2266 code, pursuant ty5 e}tifi: `a}jQ.027v Idq Statutes. Licensed Business No. LB 7768 l5 GeoPoint Surveying, Inc. J es D. Levin6r 0, ' •GRID .• L 6915 Drawn: RCA Cheeked:JDL P.C.: Data File:&beonEad-Plat RIDA PROFESSIONALS `, ._............ NOT VAUD wfrHOUT THE SIOW11URVAM THE ORIGRJAL Date:08/24/18 Dwg:MumEast-I.W4t 1 Order No.: RAISED SEA OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a A004'a Documented Construction Value: $ 4.344.00 Job Address: 2633 Green Swallow Way Historic District: Yes No X Parcel ID: 17-20-31-502-0000-2410 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Arch itecVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. 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 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: 5t° 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: 1 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 Uvncr/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 8/31/2018 Signature ofCont for/Agent Date Robert Kulp Print Contractor/Agent's Name agz 8 Z IBIS Signature of Notary -State of Florida Date WPermsonallyRodriguez State of Florida guez lon GG 147034 2021 Contractor/AgeKnown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER Job #: 34681 Date: 1 /26/2018 145974 Subdivision Phase Bld L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 241 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2633 Green Swallow Way CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 132773 Model/Bldg: 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP0301_00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO3000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit: No Efficiency Efficient EAI Pulls Permit: Yes Zoning Brand: Hone well/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: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 IZD7ZD6 B Pass Damper #2 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air. 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 1.54 19.40 Rou hin 2,137.0003-Fabrication Labor 21.33 319.9504-Installation Labor 6.38 108.38 Trim 2,137.0006-Piping Labor 14-Kitchen Vent Trim 1,048.8702-Material/Tax 1,339.77 Permit 70.0001-Equipment/Tax 80.0009-Permit/Other 1.17 14.77011-Delivery Labor 2.341 29.55 Total Contract: 4,344.0020-Pull Material Labor 2.501 42.5012-StartupLabor FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 241 - 1769 TR Builder Name: Starlight Homes Street: 2633 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford . FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2114.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a; Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft' b. Frame - Wood, Adjacent R=13.0 329.00 ft' 3. Number of units, if multiple family 1 c, NIA R= ft' 4. Number of Bedrooms 3 d. NIA R= ft' 10. Ceiling Types (1769.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1769.00 ft 6. Conditioned Floor area above grade (ft 1769 b. WA R= ft' Conditioned floor area below grade (ft') 0 c. WA 11. Duds R= ft' R ft' 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 353.8 a. U-Factor: Dbl. U=0.34 120.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl. U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1769.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 54.35 PASS Total Baseline Loads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and by VTF1E S7.4q , NCOthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredthis indicates compliance O Code. calculation with the Florida Energy Code. r,,,,^--::•:'::,,,, O PREPARED BY: Before construction is completed DATE: this building will be inspected for O a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OO WG i OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection. Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/18/2018 1:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 THIS INSTRUMENT PREPARED BY: Amy 1-Are I Name: Starlight Homes Florida, LLC GRANT 11ALOY r SEMINOLE COUNTY Address: 064 Gree wood Blvd Suite 124 CLERK OF CIRCUIT COURT t, COMPTROLLER Lake &W_EL32ZAfL- EK 9104 Pq 1263 (1Pas) CLERK'S : 2018036964 NOTICE OF .COMMENCEMENT RECORDED O4/05/2013 111:14.35 1'41 RECORDING FEES $10.00 RECORDED BY hdevore State of Florida County of Seminole Parcel ID Number: 17-20-31-502-0000- a'-10 Permit Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve PB 81 Pcts )3-102.- Lot Address: ` xj 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 of other than owner) Name. NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designatedabyy owner upon whom notice or other documents may be served as provided by Section 713.13(1)( ), Name: NA In addition to himself, Owner Designates NA 01 To recelve a copy of the Lienor's Notice'as Provided In Section 713.130)(b), Florida Statutes. Expiration Date of Notice of Commencement (The ezpiraUon date Is 1 year from date of recording unless a different date is specified) WaRNJNG 70 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER. THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTONSULTWITHYOURINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, COMMENCING WORK OR RECORDING OUR NOTICCE OF COMMENCEMENTNDER OR AN ATTORNEY Under peniilti edury, I declare that I have read the foregoing and that the facts stated in it are true to th s my kn wledge and belief. ces Signature Owners Printed Name Rodda statute 713.13(1)(g):' The owner must sign the notice or commencement end no one else may be permitted to sign In Ns or her stead.' State of County of 20 The foregoln Instrument cknowledged before me this day of Who 15 personally known to me by 11 1 Name or person making statement OR who has produced Identification typo of identification produced: Share Mangel VNOTARY PUBLIC STATE OF FLORIDA a Comm# GG113111 Natary signature sHCE 1 Expires 6/21 /2021 ENVIRONMENTS FOR bvi /P— 60G STTEID: 42604E LOT: 241 BLOCK HOUSE: 2833 STREET: GREEN SWALLOW WY CRY: SANFORD STATE: FL 23P: 32771 COUNTY: SEMINOLE ACCOUNTO: 909STAFL BUILDER STARLIGHT HOMES SUBDMSION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10/16R017 PROGRAM: CODE1100% TESTER EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER PROPERTY ADDRESS: 2833 GREEN SWALLOW WY, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER Dan Rove[le DATE 12/1110118 I Teats I Dave Revalle I Date 1 12/162018 1 Raeutt I PASS I TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 ANC Access Panel (fully gasketed uud Insulated x 5.2 Atdc d Stair(fully ksted and Insulated x 5.4 Raeassed Ughdng Fbrtures (ICAT labeled and esaled to drywall) x 5.5 Whole -house Fan onsulated gaskated to the opening x 7.3 Fresh aIr vant1latlon Installed per programs x Blower Door BD T K BD Actual Room Pressure Tad BUILDING ORIENTATION PROGRAM VOLUME CU. CODE VOLUME CU. PROGRAM SHELL SO. CODE SHELL SO. NE 45' WA 16.451 0 0 PROGRAM CFM 50 CODE CFM 50 PROGRAM ACH 60 CODE ACH 50 PROGRAM of 8w CODE of Sw 0 11,919 7 1.488 5.42 Metz 0 Mat Bdrm 0 Bdrm 2 0 Bd. 3 0 Bdnn 5 0 Rm 1 0 Rm 3 1 0 Olhar 0 Bdmr 4 0 Rm 2 0 00 DNactors EnmW Star OwMed 7 E6lderd LVft Paclump? x 80 or s Of HardwVW Lights Must Be CFL Or LED X Low Flow Fauala, ToOeta etc? x Thmmetal9 x C drAd Green ProWam Lavel Requires Visual Inspedon MedrNral system IOsrn LouaOon Mardrhwh ar Name Model H Model 02 Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NB030UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OiOR U SYSTEM 3 HVAC INDCOIL SYSTEM 3 HVAC AHEAT PU SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN -VALUES AS BUILT - VALUES COMMMENT 0 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 INA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA INA DUCT RETURN R-VALUE REM NA INA f TEST: BLOWER DOOR RESULT: PASS PESTER Dave Ravw% DATE 12/152015 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRIF YES WATER HEATER TYPE PRIF CONVENTIONAL WATER HEATER FUEL TYPE PRIF ELECTRIC WATER HEATER SIZE. EFFICIENCY & LOCATION PRIF INFILTRATION HOUSE LNG ACM REM NA H : 5 42 C : 5.42 ACH 50 Pasnb FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL N REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION N OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIF INTERIOR % CFL' S PRIF INTERIOR % OF LED'S PRIF INTERIOR % PIN -BASED PRIF EXTERIOR FIXTURES % OF CFUS PRIF EXTERIOR FD(TURES % OF LED'S PRIF GARAGE FIXTURES % OF CFUS PRI GARAGE FIXTURES % LED'S PRIF DISHWASHER PRIF REFRIGERATOR PRIF FOUNDATION TYPE PRIF SLAB TYPE PRIF SLAB AREA PRIF SLAB DEPTH PRIF SLAB FULL PERIMETER PRIF SLAB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA INA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TEST: DUCT BLASTER RESULT: PASS TESTER Dave Ranee DATE 12/162015 71 TOTAL CONDITIONED FLOOR AREA 1 0 1 769 CFA SO FT) DUCTLEAKAGETOOUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 SO FT. SERVED (CFA) 0 1.769 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 142 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 31 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InMity% 1.75% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 212 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM25) TARGET (CFM25) ACTUALCFA) 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 ° ° (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE 0 0 SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 3 SO FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: OUCTBLASTER RESULT: PASS TESTER Dm R wells DATE 1211 &2018 T CFM25) TARGET I (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE T O OUTSIDE 9YSTEM 4 DUCT LEAKAGE TO OUTSIDE0CFM25)TARGET 0 (CFM25)ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE 0 0 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4TOTAL DUCT LEAKAGE (%OF CFM25) TARGET (CFM25)ACTUAL CFA)ACTUAL RUlLOINO SPECIFICATIONS BUILDING. CNVOZ1`ERISTIC3 ASDESIGN-VALUES A8BUIL•T-VALUES COMMMENi DUCT LEAKAGE TO OUTSIDE REM NA 0.0.15 CFM25l CFA TOTAL DUCT LEAKAGE REM IAA 0.121CF.M25/.CFA i FLOW RING PRIF FINAL BOUNDARY SURVEY e c p WYNDHAM PRESERVE vl m N LOT 241 t 0 11 (P13 81, PG 93) a o a`ra e N M J PCP CENTER pC— LINE 391.64' S89'43'03'W _ V V164.50' GREEN SWALLOW WAY— N 3 50' RIGHT—OF—WAY PRIVATE ROAD) CURB v v° in o m m o c0 0 N It CONCRETE p SIDEWALK z SMGD 10' UTILITY WMTASEMENT (P) ---- 633 Gr«N _';G 1104) ft LOT 240 N w LOT 247 Survey Note PORTIONS OF THIS LOT WERE NOT SODDED 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' rL— Lice ed "` it,EGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLBB -Licensed usiness BFP-Backflow Preventer Si 9ht Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power do Light P -Plot FFE -Finish Floor Elevation D. . -Deed Book M -Water Meter O.R.-Official Records Book DG-Water Valve P.B. -Plat Book tf-Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cl —Cable Box BP —Brick Paver M —Telephone Box SW —Sidewalk EI —Electric Box FFE—Finished Floor Elevation O—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 m —Storm Sewer Manhole NCS-No Comer Set (Falls in Water) D-Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL do DISK XVDG-Irrigation Control Valve P.K. -Parker Kolon Nail i' -Sign SIR -Set 1/2' Iron Rod LB7768 WDG-Gate Water Valve SPKD-Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 Existing Grade FlP -found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD-Found P.K. Nail do Disk LB7768 •^_-Drainage Flow Direction FCM -found 4'x4' Concrete _ 10.0 -Proposed Design Grade Description I Date I Dwn.l Ck'd I P.C. I Order No. 62.00' L SIR CONCRETE DRNEWAY N i.+ CONC WALK 15.9' O CO 13.3 M 20.0 M j STORY RESIDENCE 2633 GREEN SWALLOW cd R WAY 0n FFE= 25.37 11.6 r? COVERED r? a' PATiO a' 13.7 12.7 w LOT 241 w V AREA = 7,130 S.F. 12.0' 1:2.0' F/R I SOUOTH BOOUNOARY \ 62.00' S89.43'O jJ5 LOT 246 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible Improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of 11VYNDHAM 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. O O LOT 242 vJ CJ Q1 ki SIR LOT 245 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 241, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12 13 18 555 Winderley Placd, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J- Fl 'da Administrative Licensed Business No. LB 7768 code, pursuant to S orida Statutes. / GeoPoint Surveying, Inc. JpffieS D. eviner LS6915 Drawn: RCA Checked: JDL P.C.: Data File:Brls=Emt-Pkd RIDA P IONAL SURVEYOR do MAPPER NO. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date:12/14/18 Dwg:BdssonFmt-1ot241 Order No.: Q SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: