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2639 Flycatcher Way 18-1400; NEW SFH
COUNTY OF SEMINOLE C { T IMPACT FEE STATEMENT t STATEMENT NUMBER: 18100002 DATE: March 16, 2018 BUILDING APPLICATION #: 18-10000271 BUILDING PERMIT NUMBER: 18-10000271 UNIT ADDRESS: FLYCATCCER WAY 2639 17-20-31-502-0000.2320 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: 2639 FLYCATCHER WAY / LOT 232 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROAIPS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1,000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 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 OCCUPAN Y OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ` U a CITY OF SANFORD w BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ! J 2.'aH514K.00 Documented Construction Value: $ Job Address: ` 4- ,+ s sUm Historic District: Yes No R Parcel ID: 17-20-31-502-0000- 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: Sha ne Mengel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.cam Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch itectfEngineer Information Name: Mulhem & KuI2 Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: saves apmulhemkulp.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: "Edition (2014) Florida Building Code 11Rsedi020" tmk 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. 1 1 P, Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name hLj7 Signature of Notary -State of Florida Date S'gna ure'Of N10tar)J§tatj JAd$Aan9ei q Date NOTARY PUBLIC STATE OF FLORIDA Comm# GG1 13111 Expire6/21/2021 Owner/Agent is Personally Known to Me or Contractor/Agent is 1'ersonally Known to Me or Produced ID Type of ID Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricala Mechanical[a Plumbing[? ] Gas[] Roof Construction Type:_ V F-> Occupancy Use: Z Flood Zone: Total Sq Ft of Bldg:,2( ;2q 2- Min. Occupancy Load: 1 4-1 #of Stories: I AOCT-ACHM New Construction: Electric - # of Amps I SQ Plumbing - #of Fixtures — Fire Sprinkler Permit: YesEJ No ' # of Heads APPROVALS: ZONING. L 1, I UTILITIES: ENGINEERING: \Kc C 3 `-1 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. W3 . q 'to tn-e. Fire Alarm Permit: Yes [] No E WASTE WATER: BUILDING: 5E: 4,&-($ Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit 4 Address: BUILDING PERMIT Min Max Inspection Descri tion 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL PERMIT,, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 01 NO Documented Construction Value: $ 1 18 Job Address: 01-,U Historic District: Yes No Parcel ID: 17-20-31-502-0000- a,3*),.© Wyndham Preserve Lot a32, Residential R Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA F mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO.IZMENCEMENT. 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 Sball be inscribed with the date of application and the code 3n effect as of that date: 51 Edition (2014) Florida Building Code Revised: Iune 30, 20t5 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Date T111"b? NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 0E Expire 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical© Mechanical Plumbing Gas[] Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No[] UTILITI ,. WASTE WATER: FIRE: 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.mangelCa)starlighthomes.com Property Address: 2639 Flycatcher Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2320 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FE-1 New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition E] 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) RON, NOmgawa, 11- NE 011111111111i WHO ELM 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: F-1 The parcel is in the: 0 floodplain 0 floodway F--l A portion of the parcel is in the: El floodplain El floodway FEW The parcel is not in the: FE-Ifloodplain E]floodway 0 The structure is in the: Ofloodplain E]floodway El The structure is not in the: E] floodplain F--J floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1400 Reviewed by: Michael Cash, CFM Date: March 28, 2018 1 R 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & y 877- Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 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 Kmw Yftrs below. size and location of the existing right--of-way and use shall be provided or application could be delayed. calibetomyoudig. 1. Project Location/Address: ?fn _'59 + -v t-A--i 4.0 Y4 2. Proposed Activity: Q Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Walkway _ Other: Completion Date Emergency Repairs This application i su itted by: Property Signature: Print Name: jam' Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FI_ 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@steriighthomes.com Date: 5 - A Q Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester'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 counciipersons, 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. 1 have rea/ t( a u derstand the above statement and by signing this application I agree to its terms. Signature: 1tr Date: - 1 I 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: Novemoer eu?.o ROW Use Dnveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Z-t2,-I8 Project Name: 4"' e-se 4e-, Project Address: 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 shalt 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 fges a,5ith tugs. m Print 11ame o/Tenant Signatu ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Print Tami of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # 3 d f 5iec 6{a-)k_ Print Name of El. Contractor Signature of El. Contractor a (0003096 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02110/15) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: —a- W 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: S*VdAddress) 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 ackn I dged before me this t5 day of,"k-y200. by Robert 904116ts who is o,"personally known to me or o who has produced identification and who did (did not) take an oath. q I Signature NO tap ne Mangely, SM 1, 3c" r NO ARY PUBLIC STATE OF FLORIDA Print or ee name Comrn# GG1 13111 Expires 6/21/2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08,12) as THIS INSTRUMENT PREPARED BY: AMY LCLCLYName: Starlight Homes Florida, LLC _ Address: 1064 Greenwood Blvd Suite 124 Lake Maly FL 32746 IflEl! III I ii !till Illli Illil Ills Ill! S01INOLE COUNT`; a...f RK wi '?:t`.t (.1 s Giillf a' 3: C€Jfif'I'kiGL.LEH: NOTICE OF COMMENCEMENT cL.;r'u x ''i1sli>7a7 State of Florida OFti:sL:l? BYr'::II;: +tli' County of Seminole Permit Number: Parcel ID Number: 17-20-31-502-0000-;N!) 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 PB81 Pas 93-102 Lot 0".32 Address: 39 1 r.c 4 4-> r, L-,"o-., Sam 4v 1 C - 3b;) -7 A GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida. LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC _ Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. NA Of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless 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 1, 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 nalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to th b t my kn wledge and belief. - s Signahiro Owner's Printed Name Florida Statute 713.13(1)(9): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of County, of. &—Mj n 0 Q". The foregoing strument was a know! dgad before me this day of i 2 by iic Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Notary Signature Expires 6/21/2021 FORMR405-2U17 FLORIDA 0 U~/UU U~U ENERGY EFFICIENCY "^""~~, " ~~°= FOR .^~°".° CONSTRUCTION Florida Department ofBusiness and Professional Regulation - Residential Performance Method Project Name: Lot 232 - 1981 TR Builder Name: Starlight Homes Street: 2639 Flycatcher Way Permit Office: Safniole County City, State, Zip: Sanford , FL , 32773 Permit Number:# 4 0 0 Owner: Jurisdiction: W( FloDesignLocation: FL, Sanford County:: rida ClimateStI Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1955.3 sqft,) Insulation Area 2. Single family or multiple family Single-family a, Concrete Block - Int Insul, Exterior R=41 166170 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 5. Is this a worst case? No 10, Ceiling Types (1981.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1981.00 ft' 6Conditioned floor area above grade (ft2) 1981 b. N/A R= ft2 Conditioned floor area below grade (ft) 0 c. NIA R= ft2 7. Windows(168,0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 396.2 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC 0.257 14. Hot water systems a. Electric Cap: 50 gallons Floor Types (1981.0 sqft.) Insulation Area EF: 0,950 a, Slab -On -Grade Edge Insulation R=0.0 1981.00 ft, b. Conservation features Glass/ Floor Area: 0,085 Total Proposed Modified Loads: 59.59 PASS TotalBaselineLoads: 6015 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance with the Florida Energy Code. 11%, 0 f PREPARED BY: 6e- (i Before construction is completed DATE: 4LY' I 17 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida EnergyVfde. W At Compliance requires certification bythe air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed inaccordance with g4V3.3.21. 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 ACHISO (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage tnoutdoors, tested inaccordance with ANSVRESNETxCC 380.isnot greater than 0.O30Onfor whole house. 1n7o0186:10nm en=yysaverOuSx plawoazonSection n*on.* 1Compliant Software Page 1of« FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 232 - 1981 TR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1981 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: Street Address 232 Wyndham 2639 Flycatcher Way Seminole Sanford , FL, 32773 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 1981 18423.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfIIID Finished Cooled Heated 1 Main 1981 18423.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 178.3 ft 0 1981 ftz 0 0 1 ROOF V/ # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2216 ft' 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 1981 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1981 ft' 0.1 Wood 1/17/2018 6:10 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N 2 W 3 S 4 E 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 24 9 9 4.1 48 9 9 4.1 44 9 9 4.1 60 0 9 13 31 3 9 4 231.0 ft2 4 455.0 ft2 4 417.7 ft2 4 560.0 ft2 4 291.7 ft2 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Ft Width Height In Ft In Area 1 2 N Wood Main N Wood Main None None 39 3 39 2 6 10 10 6 10 20.5 ft2 19.4 ft2 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 n 1 None Low-E Double Yes s 3 None Low-E Double Yes s 3 None Law-E Double Yes s 3 Vinyl Low-E Double Yes E 4 None Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0,25 N 0.34 0.26 N 30.0 ft2 1 ft 0 in 30.0 ft2 1 ft 0 in 30.0 ft2 8 ft 0 in 48.0 ft2 8 ft 0 in 30.0 ft2 1 ft 0 in 1 ft 0 in None 1 ft0 in None 1 ft 0 in None 1 ft 0 in None 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 402 ft2 402 ft2 64 It 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2149.4 118 221.91 .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/ 17/2018 6: 10 PM EnergyGauge(9 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 I FORM R405-2017 HOT WATER SYSTEM y# System Type SubType Location EF Cap Use SetPnt Conservation I Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply ---- Return --- Air CFM 25 CFM25 9HVAC# V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 396.2 ft Main 99.05 ft Prop. Leak Free Main cfm 59.4 cfm 0,03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Ap', Jun Julna, AjXj Sep Oct Nov Dec H JanI Feb Mar1XIki Xj A MayJun Jul]Auginrir Sep Oct Nov DecXjVJanFebMarAprMayJunJulAugSepOctNovDec 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 65 0 0 1 - Electric Heat Pump 1 - Central Unit 1/1712018 6: 10 PM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 4 41 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2639 Flycatcher 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 1663.70 ft2 b. Frame - Wood, Adjacent R=13.0 291.67 ftZ 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10, Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1981,00 ft2 6. Conditioned floor area (ft2) 1981 b, N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.34 120.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft2 6 396.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13, Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.250 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Gap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1981 00 ft2 a. Electric EF: 0.95 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 11"tssr Construction through the above energy saving features which will be installed (or exceeded) TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code rppliant features. Builder Signature: ate: r % l 0 _e _ r;z, Address of New Home: ity/FL Zip: rC4t rti epr) wcv 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. 1/17/2018 6:10 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 232 - 1981 TR Builder Name: Starlight Homes Street: 2639 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 R 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 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. I Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ceqlinas a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/17/2018 6:10 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 BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 232 - 1981 TR Builder Name: Starlight Homes Street: 2639 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond, Floor Area:: 1981 sq.ft. Cond. Volume: 18423 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data a HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ` : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 1 hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: tips114ESN' Q.t 1/17/2018 6:10 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 232 - 1981 TR Builder Name: Starlight Homes Street: 2639 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1981 House Duct Total Conditioned Floor Area) System Qn,out)* Leakage Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /17/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 1/17/2018 6:10 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Stark ht- wrightsoft, ' l Date: 4/14/2017 aham Entire House Energy Air, Inc Plan: 1981 S 5401 Energy Air, Ct, Odando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaiccom Web: v ww.energyair.com For: Lot 232 -1981 TR, Starlight Homes 2639 Flycatcher Way, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 °F Inside db 70 °F Design TD 26 °F Heating Summary Structure 17497 Btuh Ducts 1538 Btuh Central vent (65 dm) 1830 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20865 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatinngg Coding Area (fe) 1983 1983 Volume (ft3) 18498 18498 Airchanges/hour 0.26 0.14 Equiv. AVF (din) 80 43 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 16110 Btuh Duds 2048 Btuh Central vent (65 cim) 1248 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19407 Btuh Latent Cooling Equipment Load Sizing Structure 2278 Btuh Duds 197 Btuh Central vent (65 thin) 1917 Btuh Outside air Equipment latent load 4391 Btuh Equipment Total Load (Sen+Lat) 23798 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NB0300000A 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 °F Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 dm Airflowfactor 0.047 cfmBtuh Airflowfactor 0.050 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 37 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE Bold italic values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghttsoft" Right-SuileV universal 2017 17.0.28 RSU17013 2018-Jan-17 1 g Page 1 ACCPK ...SpecifidWtmdham Preserved of 232 -1981 TR.rup Calc = MJ8 Front poor faces: N WrlghtSt?ft Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy A r. Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Web: vowv.energyaircom For: Lot 232 -1981 TR, Starlight Homes 2639 Flycatcher Way, Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19407 Btuh Outdoor design WB: 75.9 °F Latent gain: 4391 Btuh Indoor design DB: 75.0°F Total gain: 23798 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfrn Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 137% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 20865 Btuh Indoor design DB: 70.0°F Job: Starlight - Wyndham Date: 4/14/2017 By: Plan: 1981 S Entering coil DB: 76.3°F Entering coil WB: 63.7°F Entering coil DB: 68.1 °F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Btuh 137% of load Capacity balance: 37 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cim Output capacity: 5.6 kW 91 % of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018-Jan-17 18:09:25 A+ wr ightSOft" Right -Suite& Universal 2017 17.0.28 RSU17013 Page 1 ACC# ...SpecifidWyndham Preserve\Lot 232 -1981 TR.rup Calc = MJ8 Front Door (aces: N Wf It,'1 Sof`" Duct System Summary Entire House EnergyAir, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom V\kb: wAw.energyaircom For: Lot 232 -1981 TR, Starlight Homes 2639 Flycatcher Way, Sanford, FL 32773 Job: Starlight - Wyndham Date: 4/14/2017 By: Plan: 1981 S 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 0.165 in/100ft 0.165 in/100ft Actual airflow 899 dim 899 c 1f rt Total effective length (TEL) 170 ft Name Design Btuh) Htg dm) Clg dm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk be 2 c 144 3 7 0.193 4.0 Ox 0 VIFx 24.7 120.0 st3 bed2 c 1389 56 69 0.181 6.0 Ox0 VIFx 29.4 125.0 st2 bed4 h 2353 111 71 0.181 7.0 Ox0 VIFx 29.5 125.0 st3 bra -A c 1260 56 62 0.177 5.0 Ox0 VIFx 33.2 125.0 st3 foyer h 1292 61 55 0.332 5.0 Ox 0 VIFx 9.3 75.0 kit -din -Faro c 2666 94 132 0.198 7.0 Ox 0 VIFx 21.4 120.0 st1 kit-din-Fam-A c 2666 94 132 0.193 7.0 Ox 0 VIFx 25.2 120.0 st1 kit-din-Farn-B c 2666 94 132 0.189 7.0 Ox0 VIFx 27.8 120.0 st1 lawn c 859 15 43 0.329 4.0 Ox0 VIFx 10.0 75.0 m ba h 743 35 23 0.177 4.0 Ox 0 VI Fx 33.1 125.0 st2 mbr h 3013 142 95 0.171 7.0 Ox0 VIFx 33.5 130.0 st2 rnWe h 1413 67 35 0.165 5.0 Ox 0 VIFx 39.9 130.0 st2 vArz-A c 49 1 2 0.181 4.0 Ox 0 VIFx 29.6 125.0 st2 wic3-A h 533 25 13 0.174 4.0 Ox 0 VIFx 35.7 125.0 st3 Wc4-A h 955 45 28 0.175 4.0 Ox 0 VIFx 40.4 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dim) FIR fpm) in) in) Material Trunk st1 PeakAVF 281 396 0.189 726 10.0 0 x 0 VinlFlx st2 PeakAVF 302 223 0.165 553 10.0 0 x 0 VinlFlx st3 PeakAVF 241 182 0.174 545 9.0 0 x 0 VinlFlx BoldrNalic values have been manuallyoverridden 2018-Jan-17 18:09:25 w rlghtsoft° Righl-Suite®Universal 2017 17.0.28 RSU17013 Page 1 fiCC ...SpecifidWyndham Preserve\Lot 232 -1981 TR.rup Calc = MJ8 Front Door faces: N Name Size (in) Htg cfm) Clg cfm) TEL A Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mat Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx WYICghtsoft'" Right-Sulte(l)Universal 201717.0.28RSU17013 ACC ...SpecificMyndham PresenneTot 232 - 1981 TR.nip Calc = MJ8 Front Door faces: N 2018-Jan-17 18:09:25 Page 2 0 Job #: Starlight -Wyndham Performed for: Lot 232 -1981 TR 2639 Flycatcher Way Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-885-3729 www.energyair.com GRenner@energyaircom M!, Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2018-Jan-17 1 &:09:41 m Preservelot 232 -1981 TR.rup 50 3 O V) o y `wa N N M ONM Q . Q v a O 00rn ! n c M 30 a r N If M W U CA DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 232 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear 20' Side = 7.5' LOT AREA CALCULATIONS LOT = 7,130 SQ.FT. LIVING AREA= 1,981 SQ.FT. GARAGE = 402 SQ.FT. ENTRY - 78 SQ.FT. DRIVEWAY - 437 SQ.FT. PATIO - 181 SQ.FT. WALKWAY = 45 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 43.9 X SOD = 3,997 SQ.FT. OFF LOT AREA CALCULATIONS R/W' = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK - 310 SQ.FT, SOD = 258 SQ.FT. TOTAL AREA AREA = 8,680 S . DRIVEWAY = 551 SQ.FT. SIDEWALK = 355 SQ.FT. SOD = 4,255 SQ.FT. WYNDHAM PRESERVE - LOT 232 PLOT PLAN CENTER LINE L.l LOT 231 LOT 236 LB -Licensed usinesaLEGEND:ADUSSD-Access Drains a Utilities Sidewalk BFP—Backfiow Preventer Sight Distance Easement S —Survey PRM—Permanent Ref. Monument R Reported PCP —Permanent Control Point D —Description FP&L—Florida Power & Light P —Plot FFE—Finish Floor Elevation D.B,— Deed Book Water Meter O.R.— Official Records Book P4—Water Valve P.B.— Plat Book Vo—Flre Hydrant Pg. —Page RO® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Conc.—Concretg Cable Box BP —Brick Pover Telephone Box SW —Sidewalk E—Electric Box FFE—Finishedy Floor Elevation 0-Utility Pole Cl —Curb Inlet Guy Pole GTI—Grate Top Inlet Light Pole P.U. E.—Public 4itility Easement Guy Anchor RCP—Reinfor d Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride O—Storm Sewer Manhole NCS—No Corner Set (Falls in Water) D—Sanitary Sewer Manhole SF —Square Veet RHHo —Electric Handhole Q.U. E.—Droinagd/Utility Easement COO —Clean Out FMGD—MAG NAIL & DISK XVD4—Irrigation Control Valve P.K.— Parker Kolon Nail Io —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 LB7768 51.—Existing Grade FlP —Found 1/2" iron Pipe LB7768 a —Blow—oft Valve FPKD—Found R.K. Nail & Disk LB7768 -^ _—Drainage Flow Direction FCM—Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 As—Built/ExistingGrad Note: Some itemsinaboveleaen * may not be oongiicohlA L Description I Date I Dwn.l Ck'd I P.C. I Order No. e 391.64' $ 89' 43'03"W _ FLYCATCHER WAY PTP. I* 50' RIGHT-OF- WAY PRIVATE ROAD) PROPOSED 5' o' a e PROPOSED - 17RTVkWAY- - - - - - - - - - PROPOSED N N Vol-K ' s 8.7' 8. 7' 18. 0 2a. o IY M tali_ ; 0 1 dalN 1 , 1 1PROPOSED1 STORY RESIDENCE 2639 FLYCATCHER WAY MODEL 1981 OPHELIA ELEVATION - T GARAGE - RIGHT I FFE= 26. 3 8.7' 22. 7 too 6 COVERED aLANAI CO 22. 0 I 1 1 1A/CPAD LOT 232 rn AREA _ N 7, 130 S. F. ± ROUNOARY G/NE' tOF GOT 232 LOT 235 BUILDING LA.XOUT NOTE: 8.7' Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4. Proposed grodes & 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) 6840488888d d Q', QT s ONLYkx7> IEv e ic>r,aNLY v`isey11 ,,., ' LS6915 FLORIDAPROFtS510wSlll'! 4*ki MAPPER N0. ................ NOT VAUD WITHda' TF1t' SIGNATURE AND THE ORIGINAL 10' UTILITY EASEMENT ( P; i Q LOT 233 LOT 234 Ok to construct single family home with setbacks and impervious area shown on plan, q 9 a1. , me MW (*40,_71 6-F, 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 232, according t0 the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderiey Place, Suite 109 Maitland, FL 32751 Phone: (321) 270- 0440 Fax: (813) 248- 2266 s Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: JE JChecked: JDL I P.C.: Data Rle:BrissonEast-Plat Date: 0 1 / 27/18 Dwg:Briwoaost-t.ot2n Order No,: SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: PALMER CELECTRIC Starlight Homes 1981 LOAD CALCULATION December 12,20I7 1. HVAC LOADS (NEC 2014 - 220.82(C(3) -(4)1 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 r 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER (6 65% 4.99 KVA TOTAL. HVAC DEMAND LOAD 10.39 KVA IL. GENERAL LOADS [NE('2014-220,82(B)(I)-(4)1 LIGHTING 1981 Sq Ft 3VA/Sq. Ft 5.94 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER " 5.00 1 WATER HEATER (I) a ,`, 4.50 4.50 KVA 0 WATER I IEATER (2) 4.50 DISHWASHER a , " 1.20 1.20 KVA I DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOK] 013 CIRCUIT 7.20 SLIMMER KITCI IFN?JENAIR GAS * 1.50 I MICROWAVE CIRCUIT 2.50 2,50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT" 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.44 KVA IST 10 KVA (GENERAL LOADS)'it, 100% 10.00 KVA REMAINDER (GENERAL LOADS),'a,, 40% 10,58 KVA SUB -TOTAL (GENERAL LOADS) tNEC 2014- 220.82(B)l 20.58 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.58 KVA TOTAL DEMAND LOAD (NEC 2014- 220.82(A)1 30.96 KVA 4IINIM17M SERVICE. SIZE 129.01 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. MRiTwo"b, k t RE: WP0232 - WP0232 MiTek USA, Inc. 6904 Parke East Blvd, Site Information: Tampa, FL 33610-4115 Customer Info: Starlight Homes Project Name: WP0232 Model: 1981 Lot/Block: 232 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/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 24 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name 'Date 1 T 131626342 A61 1/23/18 118 T1 3026350 CJ5A 1/23/18—' 2 T13026343A02 1/23/18 119 026360EV 1/23/18 3 T13026344: A03 1/23/18 120 T13026361EJ7B 1/23/18 4---J-136- 26345 1/23/18 121 T 13026362: H 1 1 1/23/ 18 5 3026346 A05._': 1/23/18 22 T1 3026363 HJ7 J /23/1 8__ 6— 11 T13026347A06 1/ 23/ 18 23 T 13026364 V3 1/23/18_ 7 T1 3026348'A07 1/23/18 24 T1 3026365 V5 11/23/18 8 T113026349'A68 1/ 23/18 v, T1302635OiA09 J 1/23/ 18 10 1 O2 6 1 0 10 1/23/18 A i 11 1 T1 3026352 1 A01 1 1/23/18: 12 J130263531A012 1/23/ 18 13 T13026354:AO13 1/ 23/18 14 T 13026,355 i CJ 1 1/23/18 15 _ 63 _T 302 CJ3 561/23/181 4 1 0 0 16T1 3026357 CJ3A1/23/18 17 T1 3026358 CJ5 1/23/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfTPI 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 ANSIfTPI 1, Chapter 2. 44 Qok NS*- 39380 STATEOF 441 0 A- 4 0 R ON A Thomas A. Albani PE No,39380 MiTek UK Inc, FL Geri 6634 6904 Parke East Blvd, Tampa FL 33610 Doc January 23.2018 Albani. Thomas I of I 113026342 WP0232 A01 Hip Girder t I I Job Reference (optional) Builders FitstSource, Tampa, Plant City, Flotida 33%6 8130 , Sep 15 2017 MiTek linJUS11110S. Inc. Tue Jan 23 07:22:12 2018 Page I I I DAxiZSyQ5pnperC OHM L I Og I zP836 -51 iz 1 J I BfKF04ZxV2Z En)(12zAex 1 KHvmt Lwcd410zsY9v 1 .0.0 4-2-3 7-0-0 12-1-15 17-2-1 22-4-0 27.5-5 326.11 37.8-0 40-5-13 , 44 8 0 45-8.0 1 o-6 4-2-3 2-9-13 5-1-15 5-0-3 5-1 15 5-1-5 5-1-5 5-1-5 2-9-13 4-2-3 i-0-0 Scale = 1 76 4 500 12 2x4 4 26 27 1' 28 29 C, 2x4 5XC WB 2x4 30 31 7 8 32 33 9 34 15 10 16 37 11 3x4 4x6 25 24 38 39 23 40 41 22 21 42 43 20 44 45 19 i 846 47 17 48 49 16 15 4x6 2X4 4X6 - 2X4 7x10 = 2X4 4x6 -- 2x4 4-2-3 70.0 12 1-15 17.2 1 21-4-0 2,1-4-P 27-5-5 32-6 11 37-8.0 40-5-13 , 44-8-0 423 2.9-13 5-1-15 5-0-3 4-1-15 1-O-0 5-1-5 5-1-5 5-1-5 2413 4-2-3 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [8:0-3-0,Edgel, [11:0-5-12,0-2-81, 20:0-5-0,0-4-41 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in goc) I/defl ud PLATES GRIP TOLL 200 Plate Grip DOL 1,25 TC 1,00 Ve0g.-L) -0,10 16-17 > W9 240 MT20 2441190 TCDL 7.0 Lumber FOOL 1.25 BC 0,49 Vert(CT) 0,19 16-17 >999 180 BCLL 0,0 Rep Stress Incr NO WB 0,80 Horz((,-T) 0,06 13 1 Ila n/a BCDL 10,0 Code FBC2017rTP12014 Mainx-SH Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-6 OC, PUdInS. 4-8: 2x4 SP No, l BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 6-20, 9-20 WEBS 2x4 SP No,3 OTHERS 2x4 SP No,2 REACTIONS. (lb/size) 2=1218/0-8-0, 20=4357/0-8-0, 13=1217/0-8-0 Max Herz 2=-46(LC 32) Max Uplift 2=-406(LC 8), 20=-,1471(l-C 4), 13=-409(LC 9) Max Gfav 2=1224(1_C 19),20=4357(LC 1), 13=1224(LC 20) FORCES. (lb) Max. Gomp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2451/802, 3-4=-2319/802, 4-5=- 1960/699, 5 6=-1 959/699, 6-7=-846/2625, 7-9=-846/2625, 9-10=-19641698, 10-1 1=-1964/698, 11-12=-2318/801, 12-13= 2449/810 BOT CHORD 2-25=-726/2200, 24-25=-726/2200, 23-24=-674/2148, 21-23=-56/330, 20-21 =-56/330, 19-20=- 51/310, 17-19=-51/310, 16-17=-669/2147, 15-16=-68712198, 13-15=-687/2196 WEBS 4- 24=-85/603, 5-23=-579/355, 6-23=-639/1893, 6-21 =0/349, 6-20-. 3339/1129, 7-20=- 6721408, 9-20=-3325/1126.9-19=0/354, 9-17=-647/1912,10-17=-580/357, 11-16=- 871601 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult.-_140rnph (3-second gust) Vasd=108(Tiph, TGDL=4.2pst, BCDL=3.Opst; h=15g, Cat. 11, Exp C, Encl., GCpi=O, 18; MWFRS (envelope), cantilever left and tight exposed ; end vertical left and right exposed; Lumber DOL--I.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 5x8 MT20 unless otherwise indicated, 5) This truss has been designed for a 10.0 psf bottom chord live load nonGOnGLItrent with any other live loads. 6) * This truss has been designed for a live load of 20,Opsf on the, bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 It) Uplift at joint 2, 1471 In uplift at joint 20 and 409 lb uplift at joint 13. Thomas A, Albani PE tOiTO USA, ! no, R, Cort 604 004 Parke Eifit Blvd, Twnpi FL 33611 orf,W January 23, 2018 Ai. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MMEKREFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE, o,i# Iv< fit, ,I, it 'Inindivid, lol I tttl find-nq,Iw nt.( A n1il't V,vWY Ih-IJ44l-)IAtY 'If I 1-114, 1 191' t(1, 0;1 1 "I it'ilvidivt Mi I lot skitAly,nld Iq,wwrl <oll'4w AI,'?lojov Tek' It o 1, Ihik 1,1, li"n and of t,m,,,yq,-no. s< ,,ANSUTPJI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Solely Information ov. Ilk it 4o trout lim, Ilk 11, Intilt ?IFS 114 Tampa H, 33610 Job truss Truss type un, t-ly vvf_vz_)d T13026342 WPO232 A01 HIP Girder Builders FitstSouice, Tampa, Plant City. Florida 33566 Job Reference (optional) 8.130 s Sea 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:12 2018 Page 2 1 D:4xiZSyQ5pnperC OHM L I Og 1 zP836-5liz 1 J I BfKF04Z xV2Z E i-nq2zA(,x 1 KHvrnt1_wcd410zsY9v NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated ioad(s) 200 in down and 202 In tip at 7-0-0, 105 In down and 107 In up at 9-0-12. 105 Ito down and 107 lb tip at 11 -0-12, 105 lb down and 107 In tip at 13-0-12, 105 lb down and 107 In Lip at 15-0-12, 105 In down and 107 Ib tip at 17-0-12. 105 lb down and 107 In kip at 19-0-12, 105 In down and 107 lb Lip at 21-0-12, 105 lb down and 107 lb Lip at 22-4-0, 105 lb down and 107 ib LIP at 23-7-4, 105 lb (town and 107 lb tip at 25-7-4, 105 lb down and 107 lb tip at 27-7-4, 105 In down and 107 In Lip at 29-7-4, 105 11) down and 107 In LIP at 31-7-4, 105 In (town and 107 In Lip at 33-7-4, and 105 In down and 107 In LIP at 35-7-4, and 200 Ib down and 202 lb Lip at 37-8-0 on top chord, and 320 lb down and 109 lb LIP at 7-0-0, 81 lb down at 9-0-12, 81 Ib down at 11 -0 12, 81 in down at 13-0-12, 81 In down at 15-0-12, 81 lb down at 17-0-12, 81 Ib down at 19-0-12, 81 Ib down at 21-0-12, 81 Ito down at 22-4-0, 81 In down at 23-7-4 1 81 lb down at 25-7-4, 81 Ith down at 27-7-4, 81 lb down at 29-7-4, 81 lb down at 31-7-4. 81 in down at 33-7-4. and 61 In (town at 35- 7-4, and 320 In down and 109 ALI Lip at 37- 7-4 of) bottom chord. The designiselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber InGrease-1,25, Plate Increase-1,25 Uniform Loads (pit) Ven: 1-4=-54, 4-11 =-54, 11-14=-54, 2-13=-20 Concentrated Loads (lb) Vert: 4=-153(B) 11 =-153(B) 24=-320(B) 6=-105(B) 21 =-58(B) 20=-58(B) 7=-105(B) 19--58(13) 9=-105(B) 16=-320(B) 26=-105(B) 27=-105(B) 28=-105(B) 29--105(B) 30=-105(13) 31=-105(13) 32=- 105(B) 33=-105(B) 34=105(B) 35=-105(B) 36=-105(13) 37=-105(13) 36=-58(B) 39=-58(13) 40=-58(6) 41=-58(B) 42=-58(B) 43--58(f3) 44=-58(B) 45=-58(B) 46=-5 9(B) 4 7--58(B) 46--58(B) 49=-58(B) A L WARNING - Vertlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev. 1010312016 BEFORE USE. w Ali, Ito( ,,fit, Mil elc,- "I tile" I"[", lltls'loy, if i1r. I yrInh-frm lty 10k II'll tiju-jhq,-1, if V I V"it, IV 't Arlida"J" I"sion, MiTek' rtwoy,w, luiw, I ("t St4,IkIY,l,V A kq'wve'nl Witt inj'ay .11VAI rklv,V A III(' 4 rry (,,,A, it, iftq fhe f< At,, 1, . Itk,f A, sfovlg, n l Y, , w .<, lk'I I, I(V I t 4, v1ng e'I Ift M, An, I fit I%,% ry,%loi I m %(,(ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ov,rl il,le 1-m liw,, Aqaj,a 6 nhtute, ?fit N tee Sjt-eI, wire 317 N,xooiris. ',,'A 22314 Tampa_ FL 33610 truss Ply T13026343 W P0232 A02 Hip 1 1 Job Reference (optional) Builders FIIStSOUrce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:19 2018 Page i ID:4xiZSy<)5pnperCOHMI 1 Out zP836-N 1 uhntH2hPu5uoXOUCOTgRzvlrtnZ2?uNXcgySUzsY90 1-0-0_ 5-7-6 9 0.0 _ 15 8.14 _._ 22.4-0 28 11-2 35-8.0 39 0-10 44 8 0 45-8-0 1 0-6 5-7-6 3.4-10. 6-8-14 6.7-2 6-7-2 _._ 6-8.14 3 4.10.. _._ 5-7-6 i3O-6 6x8 - oo 12 4 2x4 Sx8 - 6 7 Sx8 v 6x8 8 9 Scale = 1:76.1 5x6 -= 17 16 is 14 13 5x6 -- Sx8 - 700 5x8 - 700 5x8 9 0-r} 15 8 14 22 4.0 28-11-2..__.. 35-8 0 , 44-8-0 9-0.0 6.8-14 6.7-2 6-7.2 6.8-1 9.0 0.. Plate Offsets (X,Y)--- [2 0-5-1,0-0-3], 14:0-4 Q,0 2-2j, [9.0 4-0.0 2 2), {t 1 0-5-1,0 0 3j, [14:0-5-0,0-4-12], j16:0-5-0,0-4 12j LOADING (pst) SPACING- 2-0-0 CSI- DEFL. in foc) i/detl Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC'. 01.74 Vefl(LL) -0-33 15 >999 240 MT20 244/190 TGDL TO Lumber DOL i_25 BC 0.26 Vert(CT) -0,61 15 >863 180 BGLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.13 11 n/a n1a BCDL 10-0 Code FBC20171TP12014 Matrix-SH Weight: 277 lb FT = 20`« LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural woad sheathing directly applied or 2-9-9 oc purlins. 4-6,6-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 6-4-3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at rnidpt 5-17, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz 2=-57(LC 13) Max Uplift 2. 477(LG 8), 1 1=-477(LG 9) FORGES. (lb) - Max. Gomp,/Max. Ten. - All forces 250 (Ib) or Less except when shown - TOP CHORD 2-3=-359812258, 3-4.=-3395/2064, 4-5m 3153/1963, 5-7=-4957/2959, 7-8=-4957/2959, 8-9=-315311963, 9-10= 3395/2064, 10-11=-3598/2258 BOT CHORD 2-17=-1996/3246, 16-17= 2504/4521, 15-16=-2503/4524, 14-15=-2471/4524, 13- 14=-2472/4521, 11-13=-1900/3246 WEBS 3-17=-162/349, 4-17=-578/1022, 5-17=-16351932, 5-15=-2791562, 7-15=-340/293, 8-15=-280/562, 8-13=-1635/931, 9-13=-578/1022, 10-13=-162/349 NOTES- 1) Unbalanced root live loads have been considered tar this design, 2) Wind: ASCE 7-10; Vuit=140mph (3- second gust) Vasd-=I06mph; TGDL=4-2psf; BCDL=3,0pst h=15ft; Cat. II; Exp C; Encl., GGpi=0.18; MW FRS (envelope) and G- G Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone; cantilever left and tight exposed end vertical left and right exposed;G-G for members and forces & MW FRS tot reactions shown, Lumber DOL=1.60 plate grip DOL=t .60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the hottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=Ib) 2=477, 11=477. WARNING Verify design paramators and READ NOTES ON THIS AND INCLUOEO MITEK REFERANCE RAGE M11-7473 rev f"-W0tS BEFORE USE tk d{ln vca6 l [,,I lma "'rily 001 is t.—'I Sri l i,k'l lk t,rilk Ilisl,xxiit ii ni not I Ilm, sysl<vn t q,w ww, th i t,rhi Air) deskvD ,i must vooty the, a4 di, 11 try, i I r„ t K>dy hx <,r1 xnctie= t irs k>sktn a d , 11u. ^vol, T t,tll, fit rJ, sik;n. nfr ih7qnaticr1odI,k,txevenit+.ickIl1rJ-1 irxfivktllol lius+weh alit-i rhrv.il t(giA Ksonly. A,P1111-nal I,mq v,xiy, Avi is fili'lliont br r::lnct IS rlwr,' r,jilii,11oisIotblilyan, f I, pwv, 44" oll,I—with Iv,sA4"IK-lvllhippy uxi1-,r<gxIty-tm,,lge Ix F1,*ixae rl'IlAk 1, R1, o wil,11 iinq the 1,it 0"o k>n sit,i<g) e, d,alvary, oxen tion , liut hfo"kg1 "i rlk—os and hu" syshams w, ANSI/TPI t Quality Criteria, DW89 and SCSI Building Component Safety Information atwlat ,le haw» mass flat,, Inutile. 218 N 1,1e Sfu el ;uNo 317 Ncxo,virl, i. VA 223i4. Thomas A. Albairi PE Nc.39383 NbiTsb; USA, Inc. FL Cart 6634 fi%N Parke East Blvd. Tampa FL 33613 Oat; January 23,2018 1 191, i ek' 6904 Parke East Md. Tampa - FL 33610 Job I in$$ Inks qpe WP0232 A03 Hit) Builders FlfStS0LffCe, Tarripa, Plant City, Florida 33566 5-1-6 1100 18-7-4 I -06 5 1-6 5-10-10 7-7-4 5X8 500 12 4 T13026344 lot) Reference (optional) 6" 130 s Sep 15 2017 MiTek Industries, lnc. Tue Jan 23 07:22:20 2018 Page I ID:4xiZSyQ5piiporCOHMI- 109lzP836sDS3 1HgSjOyWA6alvviNfV2WF7BnNLXtllsZV wZsY9n 26-0 12 33-8-0 39-6-10 44 6-0 45, 8 - 0 7-5- 8 7-7-4 5-10-10 5-1 6 i-0-6 2x4 46 -- 3X8 - 5 6 7 Scale, = 1 76.1 5X6 19 18 17 16 is 14 Ili I Z oXu 2X4 4xG - 5X8 = 5X8 - 2x4 5X8 = 5X8 - 2x4 5.1- 6 11.0-0 18-7-4 26-0-12 33.8-0 39-6-10 4480 5-1- 6 5-1010 774 7-5-8 7-7-4 5-10.10 5-1-6 Plate Offsets ( X,Y)-- [2:0-5-1,0-0-31, [4:0-5-12,0-2-8],[6:0-3-0,Edg(,I, LOADING (pst) SPACING- 2-0-0 CSL DEFL, in (loc) f/detl Ud PLATES GRIP IGLL 20, 0 Plate Grip DOL 1 25 TC 0,83 Vefl(LL) -0,31 15-16 >999 240 MI 20 2441190 TCDL 70 Lumber DOL 1.25 BC 0,24 Vert(CT) 0.57 15-16 >924 180 BOLL 0. 0 Rep Stress Incr YES W13 0,89 Horz(CT) 0,11 10 n1a n1a BGDL 10, 0 Code FEi(.2017rTPI2014 Matrix-SH Weight 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOPCHORD Structural wood sheathing directly applied, 4-6: 2x4 SP M 31, 6-8: 2x4 SP No, I BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. BOOT CHORD 2x6 SP M 26 WEBS 1 Row at rnidpt 7-16,7-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8-0, 10=170010-80 Max Herz 2=- 70(LC 17) Max Uplift 2- 457(-C, 8), 1 0=-457(1-C 9) FORCES. (lb) - Max. Comp,/Max, Ton. - All forces 250 (1b) or less except when shown, TOP CHORD 2- 3=-3637/2278, 3-4=-323911977, 45=-3874/2397, 5-7=-3874/2397, 7-8=-2954/1893, 8-9=-3231/ 1970, 9-10=-364112283 BOT CHORD 2- 19=-2031/3291, 18-19=-2031/3291, 16-18= 1593/2943, 15-16=-2095/3887, 13-15=-2095/ 3887, 12-13=-1937/3295, 10-12= 193713295 WEBS 3-16=- 3861469, 4-18=-149/406, 4-16---626/1198, 5-16=-429/369, 7-15=01301, 7-13=-1204/ 638, 8-13=-451/875, 9-13=-3981481 NOTES- 1) Unbalanced root live loads have been considered tot this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd.-108niph; TGDL=4,2pst, 6CDL=3,0psI1 h=l 5ft Cat. 11, Exp G: Encl_ GCp4=0, 18 ' MW FRS ( envelope) and C-C: Corner(3) -1-0-0 to 5-1-6, Exlerror(2) 5-1-6 to 45-8-0 zone, cantilever left and tight exposed end vertical left and right exposed;G-C for members and forces & MWFRS for reactions shown, Lumber D0L=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This miss has been designed for a 10,0 psf bottom chord live load nOnGOCIOUrrent 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 muss to bearing plate capable, of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=457. 10=457. Thomaq A, Albam PE ties KO USA, inc FL Celt o634 904 Darke East Bh4 `Ianiloa FL 13610 se 0 January 23,2018 WARNWO - Verity design parameters and READ NOTES ON THIS AND tNCLUDEO MITEK REFERANCE PAGE M11-7473 rev. 1"3,2015 BEFORE USE. Oesi( jTI V, Ill, 11, wl use „J'ly V'Ill I Mil fo': , 'mi w, I"m lhts' 1, ",4, In is 1, Ju • I r'Ny'4 11 I ` jlon-1,4, In, I is ( i xj to fivi, fit, A I ,ill, fit in vq n< nt, ()(A n'(" lh' ",,"I vINI(Y till 1401 "1 fily 1010;11 III011"I'll an'l I 'I,(!IIY IN, d<upn 10, tho "v, vrl MiTek' is ,Tlw'r,' 1Iulw' j 1')t Aot,illlyaild 1";'wv'xnt , '41,4 ,,, With r-A I' wy'nol tni'my'Iti'i fot qk rMoa "I"l, io' i' doliv, ly, (,'( If, v' In, it 4' v ini) "I t1mr, •, ui Id li,,m y0 ms. -, ANSI/TPI I Quality Criteria, DSB-BF and SCSI Building Component 6904 Parke East Blvd Safety Information av<xlal9s> lioln It'),% H'It"'400.1to, MIN I-, Stwol"(We 317, Tampa- FIL 33810 Job Truss Truss Type uty my vVHu;e112 T13026345 WP0232 A04 Hip 2 1 Job Reference (optional) Builders Fli-stSource, Tampa, Plant City. Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc, Tue Jan 23 07:22:21 2018 Page 1 ID:4xiZSyO5pnperCOHML 10glzP836-KPORONIID08o8KhnbdOxws2EvfKsWvEg?WJ3XMzsY9rn 1-0-0 7-7-12 13-00 19-3-4 25-4-12 31-8-0 37-0-4 44 8 0 45-8-0 1-0-6 7-7-12 5-4 4 6-3-4 6-1-8 6-34 5-4-4 7-7-12 1-0-0 Scale = 1 79.5 3X8 = 5X8 - 2x4 4x6 = 5X6 - 5 oo 72- 4 6 C, 7 8 I 5x8 STF1 - 19 18 l 1 16 15 11 13 12 1 5x8 STP - 4x6 - 2X4 3x4 - 46 3X8 2x4 4x6 = 3X8 2x4 4x6 - LOADING (pst) TCLL 20,0 TCDL 7,0 BOLL 0,0 BCDIL 10,0 7-7 12 13-0-0 193-4 25-4-12 31 8-0 37-0-4 44-80 7-7-12 5-4-4 6-3-4 6-1 8 613-4 5-4-4 7-7-12 SPACING- 2-0-0 Plate Grip DOI- 1,25 Lumber DOL 1.25 Rep Stress Inrr YES Code FBG20171TP12014 LUMBER_ TOP CHORD 2X4 SP No-1 'Except* 4-6,6-8: 2x4 SP No.2 ROT CHORD 20 SP No.1 *Except* 14-17: 2x4 SP No-2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-170010-8-0, 10=1700,10-8-0 Max Herz 2=81 (LC 16) Max Uplift 2=-437(LC 8), 1 0--437(1-C 9) CS1, DEFL. In (10c) I/dell I-jd PLATES GRIP TC 0,79 Verl(I-L) 0,33 15-16 >999 240 MT20 244/190 BC 0,78 Verl(CT) 0k2 15-16 >848 180 WEI 0,53 Horz(C T) 0.20 10 n/1 f I/a Matrix-SH Weight: 232 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. WEBS 1 Row at midpt 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3- 3524/2169, 3-4=-2988/1673, 4-5=-324912076, 5-7=324912076, 7-8=-2720/1784, 8 9=-2988/1873, 9-10=-352312170 BOT CHORD 2-19=-1881/3157, 18-19=-1881/3157, 16-18=-1430/2707, 15-16=-1719/3249, 13-15= 171913249, 12-13n-1788/3157, 10-12=1788/3157 WEBS 3-19=0/276, 3-18=-539/529, 4-18=-2261416,4-16=-4191833, 5-16=-3521306, 7-13= -822/416, 8-13=-487/851, 9-13=-539/530, 9-12=0/276 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; Volt= I 40mph (3-second gust) Vasd=108mph; TGDL=4.2pst; BCDL=3.Opst; hwl 51t, Cal. I[, Exp C; Encl_ GCpi=O.l 8; MWFRS (envelope) and C-C Gomer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone, cantilever left and right exposed end vertical left and right exposed;G-G for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide ade(jUate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcut tent with any Bather live loads, 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where I rectangle 3-6-0 (all by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) except of -lb) 2=437.10=437, Thomas A. Albam PE 140113K I,IiTek USA, Inc. FL Cert 66q 004 Puke East btyd. Tampa FL 34610 lateC January 23,2018 ils WARNIING• Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE MY-7473rev, W1031201661FFORE USE. 1), l 4qnvolil I I-u&-,NyvAlhMII,elW, -,nrk, r,t,, It -Illy u(, I,,( l I, Ill, fi4l,kil I,flrj4X I l oi,q-f nl. 1, o Wm"Y'kil" lk't"wus'l, tho holl"3lk)(1,li, I, k.( mml V'Affy Rk"); + 'I It Nil' t, tfitdlfk)(J-ki n. M!Tek' k, lrlwkill,l rx 4A fity,ul'i I, I,wn,lnt 11a,V*Ikll t(AUIV,AkJ flit Irk " r1k fl. Oou jrjo, j,AV(qy, 'll, , tk'f l ,Anil I lf, flit 1g 't trusses If 1, 1 Ill 1S' ,y,f(lf (,,, v-ANSI/TPI I Quality Criterlo, DSB-89 and SCSI Building Component 6904 Park. East Blvd. Safety Information ovollot+> front 1"la"'Prol'l lll,lllule, 2WrI, I,- 1,tw,f, Suif Fl, 33610 Truss T13026346 WP0232 A05 Hip Builders FirstSoutcrs, Tampa, Plant City, Florida 33566 1-0.0 7-4-11 15-0-0 22-4-0 1-0-6 7-4 11 7-7-5 74.0 5 00 12 5X8 5 Iil Job Reference (optional) 8,130 s Sep 16 2017 MiTek Industries, Inc, Tue Jai) 23 07:2222 2018 Page I D:4xiZSyQ5pnperCOHML,10glzP836-ocapPjJwzKGtITGz9KyAS4bMn3c,aFN,IpDA2c3pZSY91 29-8-0 37-3.5 44-8-0 458-0 7-4,0 7-7-5 74-11 I o-0 2x4 5X8 6 7 Scale = 1 8 1,0 I 1, 5x$ STP 18 17 111 1 1 15 - 13 12 1 5XA STP 4x6 - 2x4 4X6 - 3xg 3x4 - 2x4 4x6 - 3x4 - 4x6 -- 7- 4-11 15-0-0 22-4-0 7- 4-11 7 7.5 7-4-0 Plate Offsets (X,Y)-- [4:0-3-0,Edgel, [5:0-5-12,0-2-81, t7 0-5-12,0-2-81, [8:0-3-0,Edgel LOADING ( psi) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1,25 TGDL 7,0 Lumber DOL 1.25 BCLL 0,0 Rep Stress Incr YES BCDL 10,0 Code, FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP NO2 4- 5,7-8: 2x4 SP No, 1 BOT CHORD 2X4 Sly No,2 WEBS 2X4 SP No.3 REACTIONS. ( lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Holz 2=93(LC 12) Max Uplift 2=-41 7(LG 8), 1 0=-417(LC 9) 29- 8-0 37-3-5 44-8-0 7- 4.O 7-7-5 7-4-11 CS1. DEFL, in loc) I/dell ud PLATES GRIP rG 0,98 Veit(LL) 0,32 15 >999 240 MT20 244/190 BC 0,94 Verl(CT) -0,59 13-15 >895 180 WE 0,46 Horz(CT) 0,21 10 n/a We Matrix- SH Weight: 226 in FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceding directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-17,9-13 FORCES, lb) - Max. Comp./Max, Ten, - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-356112217,3-5=-285111783, 5-6=-2893/1905, 13-7=-2893/1905,7-9 2851/1783, 9- 1 0=-3561/2217 BOT CHORD 2-18=-1933/3197, 17-18=-1933/3197,15-17=1325/2562,13-15=1306/2562, 12- 13= 1840/3197, 10-12=- 1840/3197 WEBS 3 18=0/314,3-17=-704/660,5-17=-198/491,5-15=266/600,6-15=-443/372, 7- 15=-266/600, 7-13=- 198/491, 9-13- 704/660, 9-12=0/314 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASGE 7-10, Vult=140nnph (3-second gust) Vasd=108rnph, TCDL=4,2psf1 BCDL=3,0psf, h=15111, Cat. 11, Exp C; Encl., GGpi= 0.18; MWFRS (envelope) and C-C`. Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone, cantilever left and fight exposed end vertical lett and right exposed;G-C. for members and forces & MWFRS for reactions shown: Lumber DOL -I kO plate grip DOL= 1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psi bottom chord Iwe load nonconcu"ent 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 I rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any otkter members, with BCDL = 10,0psf, 6) Provide mechanical connection (by others) of tiuss to hearing plate capable, of withstanding 100 in uplift at joint(s) except (jWb) 2= 417,10=417. Thomas A, Afharf PE flo,3$380 crTlsk, iSA, Inc, FL Ce16634 OM Parke EaAt Blvd, Tama FL 336I3 IMI t 0 January 23,2018 WARNING, Virs design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MU-7473 rev. 1010312015 BEFORE USE. If' s iv'ohility "I d,,rqn I r.N<mwtol, oll'i jwoj It,, ir, it's, sillo livi , 'V'will 141, lN1dll, jA,rvt,)II N. 1*los ii(It, '11-1 K 1, t'kickl4l") "I fvilvt, Ill, 11 '-A' -N, II-F, ts"FA rf-mt t% , Ny A4hIi,,lV)I KIIIII-1111Y NIA 1-1(0-1110(lt 11', 11111 MiTek' 1,"' Awovs t", I, At, < Ir,r %1(ll,ilily, it I i [,f A o-f It' ,Wff"w ',J11[ It -qt+it ljoy 'It y I I ,F-j *,l I [,,I 'get'I 'I, it q041I"', is, rlq It l" fof, W, Moo, I ln.l, inq vl 11, r-,, ind (-ANSI/TPIT Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd - Safety Information uv<dlr tt de rolls 21 N Tampa- FL 33610 T13026347 WPO232 A06 HIP 2 1 Job Reference (optional) Rudders FicsitSource, Tampa, Plant City, Flonda 33566 8,130 s Sep 15 2017 MtTek Industries, Inc, Tue Jan 23 07:22:23 2018 Page 1 ID:4xiZSyQSptipciCOHMLIOglzP836-Go8Bd3KYkeOWNdr9l2TP?H7bMSzl olzSqo9bFzSY9k 5-11-10 11-8-15 17-0-0 2240 27-8-0 32 11 1 38-8-6 44.8-0 45-8-0 0-6 5.11-10 5-9-5 5-3-1 5-4-0 5-4-0 5-3-1 5-9-5 5-11 10 i -0-6 500 12 SXG = 3X8 5X6 7 R IV 18 17 16 3x4 - 4x6 - 2Y,4 3X8 3x4 3X8 - 4x6 - Scale = 1,78,0 7-11-1 17-0-0 22-4 0 2780 36-8-15 44-8-0 7-11-1 9-0.15 5-4-0 5-4-0 4-0.15 7.11-1 Plate Offsets (X,Y)-- [2:0-4-2,0-1-81, [6:0-3 0,0-2-41, [12:0-4-2,0-1-8] LOADING (psf) SPACING- 20-0 CSI, DEFL, in (1cc) [/(tell Ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TO 0.73 Ven(U.) 0,31 17 >999 240 MT20 244/190 ICDL TO Lumber DOL 1.25 BC 0.99 Vert(CT) 0,62 16-20 >852 180 BOLL 0.0 Rep Stress Incr YES WB 0,59 Hotz(CT) 0,21 12 n/a n1a BCDL 10,0 Code FBG2017fTP12014 Matrix-SH Weight: 244 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 OC PWIMS, BOT CHORD 2X4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 (x bracing. WEBS 2X4 SP No,3 WEBS 1 Row at rnidpl: 7-18,7-16 REACTIONS, (Ib/size) 2=1700/0-8-0,12=1700/0-8-0 Max Harz 2=104(L-C 12) Max Uplift 2=-418(LC 12), 12=-418(LC 13) FORCES. (lb) - Max, Comp./Max, Ten. - All forces 250 (11)) or less except when shown. TOP CHORD 2-3=-3562/228013-5=-3380/2197, 5-6=-2635/1 724, 6-7,---2391/1651, 7-8=-2391/1651, 8-9=-2635/1724, 9-11 =-3380/2197, 11-12=-3562/2281 BOT CHORD 2-20:-201013200,18-20=-158612794,17-1 6=- 1 289/2526,16-17=-1 289/2526, 14- 16=- 1550/2794, 12-14-1916/3200 WEBS 3- 20=-222/369, 5-20=-306/485, 5-18=-572/529, 6-18=-424/734, 7-18=-393/166, 7-16=- 3931166, 8-16=-4241734, 9-16=-572/529, 9-14=-306/465, 11-14----222/369 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=-140niph (3-second gust) Vasd.-.108mph, TCIDL=42pst, BC Dt-=3,0psf; h=151t, Cat, 11: Exp C, Encl., GCpi=0. 18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exlonor(2) 5-0-0 to 45-8-0 zone, cantilever left and right exposed end vertical left and right exposed:C-G tot 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 tot a 10.0 pst bottom chord live load nonooncurrent With any other live loads. 5) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BGDL = 1 O.Opst- 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=418, 12=418 A k WARNING , Verify design parameters and READ NOTES ON THIS ANOWCLUDEDMITEKREFERANCERAGE 11,114-7473mv. 1010312015 BEFORE USE. 1>rIjttl, V,Aid f-F use olliy With Milok", ot,n- k,ts, 111 (I'livIdwil t,uli'llij t-1 oTruss ,yslom AdAto 'nol 1el nt x,rary cm, it a milott"lit t '('x'inq A SIV(, J' Ai, (* 1'V, tt, Ill V) lhe doilv,,ly, ew, li-, or"I twlclriij of lfkwsos < in i hils, systerx>s s-ANSI/Itfill Quality CrIterlo, DSB-89 and SCSI Budding Component Thorm,i- A Alba ni PE No,39389 MiTok USA, inc, FL C0 136M f904 Parke East Blvd. 7anip,1 FL 33610 Grate: January 23, 2018 Nil' MiTek 6904 Parke East Blvd Tampa -FL 33610 type T13026348 WP0232 A07 HIP Builders FuStSOLIfCe, Tamps. Plant City, Florida 33566 7-0,4 12-7-15 19-0-0 1-0-6 7 0-4 57-11 6-4-1 5 0 720T 5X8 = 6 I 8.130 s Sep 15 2017 MIT(* Industries, inc. Tue Jan 23 0722:24 2018 Page 1 ID:4xiZSyo5pt)perCOHMLIOglzP836-K haqPKAVxXN?nQLGI eXVgjRsJ jl;,6hL)X]7hz,,;Y9j 25-8-0 32-0-1 37-7-12 44-8-0 45-8-0 6-8-06-4-1 7-0-4 i-o-o Scale = 1 810 5X6 = 7 I 5x8 STP = 20 19 1 . 17 16 11 14 13 1 5x8 ST P 3)(8 - 2x4 3x4 4X6 3x4 3X8 4x6 3X4 2x4 3X8 - 7 0-4 12-7-15 19-0-0 25 8-0 32-0-1 37-7-12 44-8-0 7-0-4 5-7.11 6-4-1 6-80 64 1 5-7-11 7-0-4 Plate Olfsets (X,Y)-- LOADING (pst) SPACING- 2-0-0 CSL DEFL, in 000 VdGfl Ltd PLATES GRIP TOLL 20,0 Plate Grip DOL 125 TG 0,90 Veil((-L) 0,30 17 >999 240 MT20 24411fH TCDL 70 Lumber DOL 125 BC 0,95 Vefl(CT) -0,55 17-19 >969 180 BGLL 0,0 Rep Stress Inct YES WB 0,40 Hotz(CT) 0.21 11 n1a Iva BCDL 10,0 Code FBC20171TP12014 Matrix-SH Weight: 243 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly ippled. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oG bracing. WEBS 2x4 SP No-3 WEBS 1 Row at rnidpt 5-17, 6-16, 8-16 REACTIONS. (lb/size) 2=1700/0-8-0,11=1700/0-8-0 Max Harz 2= 1 16(LC 16) Max Uplift 2=-432(LG 12), 11 =-432(LC 13) FORCES. (lb) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3545/2254, 3-5=-3039/1969, 5-6=-2461/1649, 6-7=-2219/1594, 7-8=-2461/1649, 8-10=-303911969, 10-11=-3545/2255 BOT CHORD 2-20=-1966/3179, 19-20=-1966/3179, 17-19=-1536/2752,16-17=-1097/2218, 14-16- 1507/2751, 13-14=- 18 7,3/3179, 11-13- 1873/3179 WEBS 3- 20,--0/259, 3-19=-4971485, 5-19= 162/403, 5-17=-7071576, 6-17=-328/594, 7-16=- 319/584, 8-16=-706/575, 8-14=- 182/402, 10-14=-497/486, 10-13=0/259 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; BGDL=3,0psf, fi=15ftl Cat, III Exp C, Encl., GCpi-0, 181 MWFPS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone, cantilever left and right exposed a end verticalleftandrightexposed;C-C for members and forces & MWFIPS for twctions shown Lumber DOI-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 pst bottom chord live load nonconcurtent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the, bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib) 2=432, 11=432, Thomat, A, Albani PE No.39380 NAiTok USA, Inc, Ft,. Cett Ha4 69D4 Parke Eltrt BJV(i 7allipa FL .3,3610 Gate: January 23, 2018 A WARNING. - Varlityrfatign parameters and READ NOTES ON THtS AND INCLUDEOMITEKREFERANCE PAGE 01-7473rel,, 1010,312015 BEFORE USE. Oe"J" Involid It I "I'ly tit, -wn, )ri,its kr 901'rivJ41. It txjlr$111,1' I'll "n"ril, 11' '1 Voilly tho ilic" ll-ol" tflts.io*it, lilt'' SP I,, olw 1, l, f"It III,,, f tot M 114111y < III, I lo 1 Iov,411 4fol, - Willi I -SA 4, 1 (tit- KV, Itt, I['[(,[ 1(im, rio, Work' ild s(- ANSI/ TPII Quality Criterlo, DSB-89 and BCS1 Building Component 6904 Parke East 8W j - Strout, 1,, N-, it, lit, 1, VA 223 14 Tampa- FL 33610 T13026349 Job WP0232 A08 istr6ource, tampa, 1-00 6-11-14 i 0'6 6-11-14 Hip City, Florida 33566 13-8-14 2 1 I Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Tire Jan 23 07:22:25 2018 Page I I D:4xjZSyQ5pnpciCOHML 1091 zP836-CBFy2lLoGFfEdx?YqSVt4iC(i6GfMSjl'CweHGgBzSY91 21-0.0 23-8-0 30.11-2 37.8-2 44-8-0 45-8-0 7-3-2 28-0 7-3-2 6-9-0 6-11-14 i-0-6 Scale z 1 81 0 5,00 12 5X8 = 5X6 6 I 5x8 STP — 18 17 M el is 14 - — 12 11 1 5x8 STP — 3X8 = 2x4 3x4 — 4x6 — 3X4 — 3X8 4x6 , 3x4 2x4 3XII = 6-11-14 13-8-14 21-0.0 23-8-0 30-11-2 37-8-2 4480 6-11,14 6-9.0 7-3-2 2-8-0 7-3-2 6-9-0 6-11.14 Plate Offsets (X,Y)-- 12:0-4-2,0-1-81,[4:0-3-4,0-3-41,(5:0-5-12,0-2-81,[6:0-3-0,0-2-41,[7:0-3-4,0-3-41,[9:0-4-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TIC 0,91 Ved(ILL) 0,31 15-17 >999 240 MT20 2441190 TGDL TO Lumber DOL 1,25 BC 0.94 Verl(GT) -0.59 15-17 >899 180 BCLL 0,0 Rep Stress Inci YES WB 0,58 Horz(G7) 0,21 9 n/a nhi BGDL 10.0 Code FBC20171TP12014 Matrix -SE Weight: 252 lb FT z 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD StRICILIN11 wood Sheathing directly applied, BOT GHORD 2x4 SP No,2 BOT CHORD Rigid coiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 5-14, 7-14 REACTIONS. (lb/size) 2=170010-8-0,9=1700/0-8-0 Max Herz 2= 1 28(LC 12) Max Uplift 2=-446(LC 12),9=-446(LG 13) FORCES, (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/2278,3-4=-2980/1943,4-5=-2268/1570,5-6=-2046/1531, 6-7= 2291/1572, 7-8=-2979/1943,8-9=-3552/2278 BOT CHORD 2-1 8=-1 989/3185,17-1 8= 1989/3185, 15-17=-1511/2704, 14-15=-982/2042, 12- 14=-1486/2703, 11-12=-1896/3186,9-11=-1896/3186 WEBS 3-18=0/275,3-17=-556/527,4-17--161/459,4-15=-844/669,5-15_3721594, 6- 14362/590,7-14=-840/666,7-12=-160/456,8-12=-557/528,8-11=01276 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mphl TCDL-4,2psf; BCDL=3,0pst ' h= I 5ft: Cat. 11; Exp C: Encl., GCpi=0, 18, MWFRS (envelope) and C-G Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 45-8-0 zone; Gantilever left and right exposed end vertical left and right exposed,G-C tot 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 pst bottom chord live load nonconcurrent with any other live loads, 5) ' This truss has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BGDL = 10,0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplift at joint(s) except (lt=lb) 2-446, 9m446. WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFFRANCE PAGE MY-7473rev. 1"312016 BEFORE USE siqov, III, I lot 1"I" lhi"jo'iqII Is t'i")'jIlly, it, ti I -if unotor'sh-wn"III' I K I,etonlndvktri' 41 '1 (If I I buss sy" kxrilK1ow use lj)F: [I kil%l ""Mily Ilie at I I I *'J-Ily it 'cor- ",)I, ` this d"AIIIinto th, ... V'v It tabihxttion,'I"'loye, d' qrvoly' anti 1tl1o"Inq "I Itw", and fttm syslexns '—AN$I/Tfill Quality Criteria, DSS-89 and BCS1 Building Component Safety Information ov4ot+e from truss Plate kuliluie, 218 K Sullo =1. N,xori,fil,r VA2231/l. Thomtis A. AlLam PE NQ.19180 fiTeR USA, Inc, FL Cert 6634 404 Pale East Bjyd. Taqjpj FL nW Date January 23,2018 Not MiTek' 6904 Parke East 810 Tari'pa, F!, 33610 JOE) IIUSD nuaa iype "'y "y T13026350' W P0232 A09 Common 7 Job Referonce (optional) Builders FnstSouice, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc- Tire Jan 23 0722:27 2018 Page 1 I D:4xiZSyQ5pnperCO HM L 10g i zP836-8Z Ni SR N3osvysF8wytX L971 Dd400weJYNSm NkOzs Y9g 0-p 7-11-6 _ 5.7 6 22-4 0 29-0.10 368 10 _ 44 8 0 45-8-0 1 0 0 7,11-6 7-7-15 6-8-10 6 8-10 7.7-15 7-11-6 1-0-0 Scale = 1:75.0 5x6 5.00 12 6 46 _ 18 17 15 - 13 12 4x6 2x4 4x6 -- 3X8 - 3x4 = 2x4 3x4 - 4x6 7-11 6 15-7-6 22-4-0 29-0-10 36-8-10 _...... 44 8 0 _.. 77116 __.. .... 7-7-15 6-8 10 6.8 10_.. 7 7.15 11 6 Pfate Offsets (X,Y)-- [4.0-3-0,Edge), [8 0 3-0,Edge], [14:0-2 6,0-0-01, [16 0 2 6,0-0-0j LOADING (lost) SPACING- 2-1.0 CSI. DEFL. in lac) I/deli flfd PLATES GRIP TCf_L 20-0 Plate Grip DOL 125 TC 0 90 Vert(LL) 0,32 15-17 >999 240 M-120 244t190 TCDL 7.0 Lumber DOL 1 25 ETC 0,71 Ven(GT) -0.51 15-17 >999 180 BCLL 0-0 Rep Stress Inci YES WB 0,49 Horz(CT) 0,19 10 n1a War BCDL 10.0 Code FBC2017fCP12014 Matrix-SH Weight: 234 If) FT = 20°I LUMBER- BRACING - TOP CHORD 2x4 SP No 'Except" TOP CHORD SITUCNiral wood sheathing directly applied or 2-2-0 oc purims. 1-4,8-1 t 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 3-9-13 oc bracing. BOT CHORD 2x4 SP No.1 "Except` WEBS 1 Row at midpt 6-15, 7-15, 9-13, 5-15, 3-17 14-16: 2x4 SP No-2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1700l0-8-0, 10=1700/0-6-0 Max Harz 2=135(LC 12) Max Uplift 2=-454(LG 12), 10=-454(LC 13) FORCES. (fb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3530f2527, 3-5=-2615l2123, 5-6=-2170/1814, 6-7= 2170l1814. 7-9=-2815l2123, 9-10=-353012527 BOT CHORD 2-18= 211913164, 17-18=-2119/3164, 15-17=-161312524, 13-15=-1619/2524, 12-13=-211313164, 10-12=-2113f3164 WEBS 6-15=-94311286, 7- 15=-840/755, 7-13=-2021492, 9-13=-713/634, 9-12=01330, 5-15_ 8401'755,5-17=-2021492,3-17=-7131634,3-18=0/330 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASGF 7- 10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BGDL= 3-0pst; h=15ft; Cat. Ii; Exp G; Encl, GCpi=0.18, MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0- 0, Exterior(2) 5-0-0 to 22-4-0, Comer(3) 22-4-0 to 28-4-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MINERS for reactions shown; Lumber DOL=1.60 plate grip DOL=1-60 3) This truss has been designed for a 10.0 fast bottom chord live toad 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 whore 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=454,10=454, homas A. Aibani PE Nc.393M L,AiTek USA, inc, FL 0srt 6634 E304 Parke East Blvd- Tampa FL 33610 Date January 23,2018 WARNING - Verity design parametarr and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev, 10/08/2015 BEFORE USE 11,M,ll vi4Ff f" i rrv, ,oily vJll I Milk`' "Irne<tf4x INS rta;i{ 1iittiL*: ry " f,<Ny 111 n1-If' In ?I i NaWTI, .fn"1kI,•rcat, it, rVV tu<al t+ 19, fir xt,,c fI if rx,rtnola in 1,5 sysfen r 1114,a k— 11. s t.4dktit"Ilt,a4tpx^nmislV'Itrtho: xy4i,ohdityct.io,*jr,Iaw ma^Iftts eit At4^I xady it r" al",iota ties io,*In ii It. III, a:V,I(A W91 bua iirrr f(I%ot, Rkrcll7tlin=ik=at-ffIstoto,+.<nlI,wkfihtt A ill, rVt,luittiaasvzof-=m Uot h r 4mel IA xtfs Drily- A1,rfi,•n,111,>n,l 4x, is y, Ind f x1mv In, III t v y-ing i ek is )Iwoysa Irdi 'i(,i sl it dlltyon1S f.uw<art Ilapv watt iunsit4 t isak.l ii lluaY .Ind F7rF>I xv1Y king tllta_ €or4)r sn<ar it q n,10n, c, iftj IV*rg} t1w ahif,::<ilk,n, sf f,IL1er, AOI.<4y, ow, Itcn .ut,.i t losing of lltr C s ax1 truss systems x^ ANSI/TPII Quality Criteria, D$8-84 and SCSI Building Component 6904 Parke East 6B,d. Safety Information aucElol+I * fton, truss flab, tnsiiluts. 21B N le<i S',Ijo ^I suits 31? Aloxonrtdo. Vi172314 Tairpa_ FL 33610 Job Truss I russ type U(y my vy rlue51 T13026351 WP0232 A010 Roof Special 1 1 Job Reference (optional) Builders RistSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries. Inc, Tue Jan 23 07:22:13 2018 Page 1 lD:4xrZSy0t5pnpCiC0HMl-1 Ogl zPB36-ZtXQWeCH5Z8xA54E7xH3t)AIsUQkje(,,5V9GN@EqZSY9(I 5-3.8 128-0 14,4-0 20-9 15 27.2-1 33-8-0 39-6-10 4480 445-8-0 i -0-6 5-3-8 7-4-8 1 8-0, 6-5 15 6-4-3 6-5-15 5-10-10 5 1-6 i-o 6 ui 6 Plate Offsets, LOADING (pst) TOLL, 20,0 TGDL 7-O BOLL 0.0 BCDL 10,0 500 12 6X8 - 7x10- 2x4 5x8 - 5X8 - 6X8 eU 19 10 17 16 14 13 5X8 - 5X8 - 2X4 5x8 - 20 GX8 SX8 -- 7-7-5 14.4-0 7 7-5 6-8-11 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress lner YES Code FBC2017,/TP12014 LUMBER - TOP CHORD 2x4 SP No2 'Except* 1-4: 20 SP M 31, 5-7,7-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No,3 REACTIONS. (Ib/size) 2=1700/0-8-0, 1 1=1700/0-8-0 Max Herz 2=79(LG 12) Max Uplift 2=-402(LG 9), 11 = 515(LG 13) Scale _ 1 78.8 2 20-915 27-2-1 338-0 39-6-10 44-8-0 6-5 15 6-4.3 5-10-10 5 1-6 2), [11:0-5-1,0-0-31, DEFL. M (loc) /delf Ltd PLATES GRIP TO 0,82 Verl(LL) 031 16-17 >999 240 MT20 244/190 BG 0.22 Vert(CT) -0.52 16-17 >999 180 WB 0,86 Horz(CT) 011 11 n/a n/a Matrix-SH Weight: 284 1b FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 00 PUrlins, BOTCHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at mrapt 8-14 FORCES. (lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3686/2686,3-4=-343712465,4-5=-3801/272315-6=4027/2771, 6-8=-4026/2770' 8-9=-2980/2234, 9-1 0= 3251/2290, 10-11 =-3643/2596 BOT CHORD 2-20=-2385/3345, 19-20=-1703/2775, 17-19=-2101/3448, 16-17m-2309/3843, 14-16=-2309/3843, 13-14=-23016297, 11-13=-2301/3297 WEBS 3-20=-353/550, 4-20=-380/502, 4-19=-1469/2251, 5-19=-1973/1408,5-17----436/816, 6-17=-414/358, 8-14=-1056/681, 9-14=-532/904,10-14=-379/486 NOTES- 1) Unbalanced toot live loads have been considered for this design, 2) Wind: ASGE 7-10; Vult=140rnph (3-second gust) Vasd=108mph, TCDL=4,2psf; PGDL-3,0pst; h=15tl; OaL 11, Exp C; Encl,, GCpi=0,18, MWFRS (envelope) and C-C. Cornet(3) -1-0-0 to5-1 14, Exterior(2) 5-1-14 to 12-8-0, Corner(3) 12-8-0 to 39-6-10, Exterior(2) 39-6-10 to 45 8-0 zone, cantilever left and right exposed; end vertical left and right exposf-,,d,C-C for members and forces MWFRS tor reactions shown; Lumber DOL-1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 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.Ops(on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, 6) Provide mechanical connection (by Whole) Of truss to bearing plate capable of withstanding 402 lb Uplift at joint 2 and 515 lb uplift at joint 11, Thomas A Aibani PE No.31$380 WTO USA. Inc, FL Cert 6634 004 Parke East BhA. Tampa FL 33610 Date January 23,2018 Altj WARNINO- Verify doeignpirrametem and READ NOTES ON THIS AND INCLUDED UtTEKREFFRANCE PAGE M11-747310v. 10108{2015 BEFORE USE. I -1'lyulx l I I ianiteai ss sh am, ,mills f"t Nthvlr'Adt lolkjlrfinqu"I MiTek rat vv oti, " 1, 'Ior ky" - ielivoly, j, li,)rt <ind t wi,rnq of tit w- ind miss ayslenic uxiANSI/Tf`II Quality Criteria, DSB-89 and BCSt fivildtrig Component 6904 Parke East Blvd. Scrilaity Information (iviill, it Ice tram Item illcile 11011tilo, 2'W N1'ao Sli-a I, S01,019, Alox,nrOii i. VA 22314, Tampa FL 33610 Job WP0232 A01 I Huss iype Root Special T13026352 Job Reference (optional) nstSouice, Tampa. Plant City, Florida 33566 8,130 s Sep 15 2017 MtTek Industries, Inc, Tue Jan 23 07:22:15 2018 Page I ID:4XIZSyQ5pnpoiCOHML10g1zP836-VF(AxKDXdAOfC)PEdl7MKXgboHyEIS660ncaskJjzsY95 1-0-0 5-2-3 11 0-0 14 4-0 16-4-017,8-0 23-7-7 29-6-13 35-8-0 38-11-5 44-8-0 458-0 I -o-6 52-3 5-9-13 3-4-0 2-0-0 '1-4-6 5-11-7 5-11-7 6-1,3 3-3-5 5-8-11 i 0-0 Scale = 1 79 4 5X8 - SX6 - 3x44 - 3x4 SX6 5X8on4562x4M = 3XG - 24 23 22 21 20 19 18 1716 15 3X8 - 2x4 3x4 3X6 - 5X8 3x4 3x4 3X8 = 6X8 3X6 = 5-2-3 11-0-0 14-4 0 16-4-017-8-0 23-7-7 254-0 29-613 35-80 44-8-0 5-2-3 5-9-13 3 4-0 2-0-0 1 4 0 5 11 7 1.8-q 4-2-13 6-1-3 9-00 Plate Offsets (X.Y)-- [40-5-12,0-2-81, [5:0-3-0,0 2-41, [11:0-5-12,0-2-8), 120:0.3-8,0-3-01 LOADING ( pst) TOLL 20,0 TCDL TO 13CLL 0,0 BGDL 10.0 SPACING- a 2- 0-0 CSL DEFL. in (loc) lklefl Li( Plate Grip DOL 1,25 TC 0,50 Verl(I-L) 0,15 13-15 999 24( Lurritheq DOL 1,25 BG 0.72 Verl(GT) 0,32 13-15 732 180 Rep Stress Incr YES WB 0,87 Horz(CT) 0,03 13 n1a n/ Code FBC2017fTP12014 Matrix-SH PLATES GRIP MT20 244/190 Weight: 240 Ib FT - LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, BOTCHORD 2x4 SP No,2 BOT CHORD Rtgid ceiling directly applied or 5-6-13 oc bracing. WEBS 2x4 SP No,3 REACTIONS. All hearings 0-8-0. In) - Max Holz 2=70(L-G 16) Max 1-1plitl All uplift 100 lb or less at joint(s) 16 except 2=-164(LG 12),20=-485(LC 9), 13=-275(!-C 13) Max6rav All reactions 250 lb or less at joint(s) except 2=563(1-G 23),20=1760(LG 1), 13=838(LG 24), 18= 343((-C 24) FORCES, ( lb) - Max, Gomp,/Max, Ten, - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-678/647, 3-4=-315/230, 4-5=-37/304, 5-6=-64/344, 6 7=-538/970, 10-11 =-681/677, 11 - 1 2=- 1178/905, 12-13=- 1421/1152 BOT CHORD 2-24=-5031759, 23-24=-503/759, 20-22--7411704, 19-20=-970/675, 18-19=-339/881, 16- 18=-339/881, 15-16=559/1061, 13-15=-944/1261 WEBS 3-23--573/623, 4-23=- 191/356, 4-22=-646/548, 5-22=-2 741176, 6- 22=- 599/912, 6- 20=-690153717-20=-944/673, 11-15=-234/398, 12-15=-256/473, 11-16=-241/258, 7- 19=-774(1192,10-16=-54/267, 8-19=-318/278, 10-19=929/667 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASGE 7-10, Vult=140mph (3-second gust) Vasd-108naph; TGDL=4,2pst; BCDL-3.Opst; h=151t; Cat. 11; ExpF C, Encl., GCpi= 0,18; MWFRS (envelope) and C-CCorner(3) 1-0-0to5-2-3,Exterior(2)5-2-3tol1-0-0,Corner(3)11-0-0to14-4-0, Exterior( 2) 16-4-0 to 45-8-0 zone, cantilever left and tight exposed I end vertical left and right exposedIC-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 tot a 10.0 pst bottom chord live load nonconcurtent with any other live loads. 5) * 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 h0lorn chord and any other members. 6) Provide mechanical connection (by others) Of tFUSS to hearing plate capable of withstanding 100 lb uplift at joint($) 18 except (jt=lb) 2= 164,20=485,13=275, Tllom, 4s A. Albani PE N*393H kiiTek USA, Inc. Fl- Cert 5H34 004 Parke East Blvd, Tampa FL. 33610 Date January 23,2018 WARNING - Verity design parameters and REAR NOTES ON THIS ANO INCL UOJFO MITEK REFERANCE PAGE Mit-7473 rev, 1010312015 BEFORE USE, I)(,',* a , v,,at, I kA 1"" "I Fly "011 Nit I,* l l-, k m (14- 1, L, t'v, ln'j 1, 1, 4, 11 11 10141,111 111,111wj, ,mt 1" Inns" Y'kiii, trs(% llx• I ,kgi(*K v1d;*J-11y ink, III, 'v,;!Ai Nil' Inns ,14*r.q (w0wittv lh "1441( of 4hry, MiTek' I, it 'mcotion. slor, ow, Ik,o, ind t or I;Imw, snit tim"sy<lerrrs,u-ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka Fast 61vd Safety Information eiv.iikil4o ft,an lnv%Plot,lnstifufea. 21tr n Tampa FL 33610 Job I (LISS truss I ypo WP0232 A012 Roof Special Gilder T13026353 Job Reference (optional) deis FirstSource, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industires, Inc, Trie Jan 23 07:22:16 2018 Page I ID:4xiZSyO5pnperCOHMI-10glzP836-zSDYggEgOUWWIYppo4rniDpt-L?eeGr,,ivxrEbir9zsY9I 0 ?5 0 0 1-3-2 7-_48 -LiO 40-4-5 1-0-0 5-5-0 3-8-0 3 8-0 20-0 C18-0 63-2 6-1-6 03-E, 2-8-5 4-3-11 100 5x8 -- 5 00-12 2x4 5X8 5x6 - 6 7 5X8 3X6 5X8 Scale = 1 79.4 3X6 27 26 25 24 23 22 21 20 34 191836 35 37 3817 39 16 15 3X6 2x4 3X8 3X6 3X6 4X6 2x4 3X6 - 18-4-0 5 901) 1280 1640 7,4,9 21 7 2 2 110-0 282-7 13 378.0 40 4 4480 I eI-0 I (to e I; '1414 a 2 7 6 1 6 -IA 3 2184311 1 0-0 Plate Offsets (X,Y)-- [4:0-5-12,0-2-81, [6:0-5-12,0-2-81, [11:0-5-12,0-2-81 LOADING ( psp TOLL 20,0 TCDL TO BCLL 0,0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr NO Code FBC2017/TP12014 CS1. TG 0,93 PC 0,75 WE 0,79 Matrix- SH DEFL. in (loc) I/deff Ud PLATES GRIP Vet1( LL) 0,08 17-19 9914 240 MT20 244/190 Ved( CT) 0,19 17-19 999 160 Horz( CT) 0.04 13 n/a n/a Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Struolural Wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2X4 SP No,2 BOT CHORD Rigid ceiling directly applied of 4-4-14 oc bracing. WEBS 2X4 SP No.3 REACTIONS. All bearings 0-8-0. lb) - Max Horz 2=58(-G 27) Max Uplift All uplift 100 In of less at joint(s) 22 except 2=-243(LG 27),20=-930(LC 5), 13---409(LG 9) Max Grav All reactions 250 lb or less at joint(s) except 2=696(LC 1), 20=2786(LC 1). 13=1 083(LG 20), 22= 270(LC 18) FORCES. ( lb) - Max, Comp./Max, Ten, - All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=- 1160/413, 3-4=-788/381, 4 5=-632/410, 5-6=-632/410, 6-7=-415/360, 7- 8=-264/895, 8-10=-219/352, 10-1 1=-1581/618,11-12=-1900(789, 12-13=-2089/794 BOT CHORD 2-27= 362/1009,26-27=-362/1009,25-26=-243/743,23-25=-211/396,22-23=-310/346, 21- 22=-310/346,20-21=-1657/566, 19-20=-1657/566, 17-19=-504/1138, 16-17=-635/1761, 15- 16=-66611852, 13-15=-66611852 WEBS 3-26=-380/169, 4-26=- 65/274, 6-25=-178/660, 6-23=553/165, 7-23=-1471573, 7-21=-10021345, 8-21 =-277/1010, 8- 20=-26291931, 11-16=- 104/372, 8-19=-628/2073, 10-197-16881730, 10-17=-79/675, 11- 17--2611188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3- second gust) Vasd=108mph, TGDL=4.2psf1 BCDL=3,Opst; lb=15ft ' Cat. III Exia C: Encl- GCpt-018 , MWFRS (envelope); cantilever left and fight exposed , end vertical left and right exposed, Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise Indicated, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurient with any other live loads. 6) * This, truss has been designed for a live load of 20.Opst on the bottom chord in III areas where a rectangle 3 6-0 fail by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 22 except (jt=ILI) 2=243,20=930,13=409. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 109 lb Lip at 25-7-4, 145 Ib down and 107 Ib up at 27-7-4, 145 lb down and 107 Ib LIP at 29-7-4, 145 IN down and 107 lb LIP at 31 7-4, 145 lb down and 107 lb Lip at 33-7- 4, and 145 In down and 107 Ib Lip at 35-7-4, and 250 Ib down and 202 In Lip at 37-8-0 on top chord, and 82 lb down at 25-7-4, 81 in down at 27-7-4, 81 In down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33-7-4, and 81 lb down at 35-7-4, and 262 lb down and 110 lb Lip at 37-8-0 on bottom chord, The design/selection of such connection devr;o(s) is the responsibility of others. 9) In the LOAD CASE( S) section, loads applied to the face of the ITUSS are noted as front (F) or back (6), Thomas A. Albant PE No..' 9380 MiTeX U$ A, inc:, FLCert 6634 004 Parke East Blvd. Tamoal'i-3361G Date January 23,2018 Al, WARNING, Verity design parameters and READ NOTES ON THIS AND INCLUDED UtTEK REFERANCE PAGE UU 7473 ray. 1010"0158EFORE USE. voll'i for "S"I I,ly mf!, Ik, olle, I'rthis ray'ji-r) I It, qlwlols 41,,wn. 1",l K r, it, lrvltvi.elol Ixrqdhrq , wnr ix nt 1)" hutldfrxul zE MiTek Is AIW' IV% re,fulli'i LoI will I;, % il+, It I( III try' Ir, I t'loj-tly If Iui I, a I-, wqot'fltio III, I, Itik otk n M'a(IQo''$,)IjveIy, Icur, rjf)q 4 I[tjss',s- and V,e ANSIJTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bind. Safety Information ov*Iot,(,, kom lttws Mile Institute. ?18 N Al-,x xvlflo VA Y2314 Timpa FL, 33610 Truss Truss Type Oty Ply WP0232 T13026353 A012 Root Special Girder Builders FuSIS01.11ce, Tampa, Job Retetence (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc. Too Jan 23 07:22: 16 2018 Page 2 ID:4xilSyQ5pnperCOHMLIOgIZP836-ZSDY9gE90LJWW1 Yppo4rrtiDpLL'}eeGr,,ivxrEblt9zsY9r LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 25, Plate increase-1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-6=-54, 6-7=-54, 7-1 1=-54, 11-14= 54, 2-13=-20 Concentrated Loads (11b) Vert: I 1=-153(F) 16=-262(F) 28=-109(F) 29=-105(F) 30=-105(F) 31=-105(F) 32= 105fl 33=-105(F) 34=-61(F) 35=-58(F) 36=-58(F) 37-58fl 38=-58(F) 39--58fl A k WARNING, Verify design parameters and READ NOTES ON THIS AND INOWOEOWTEKREFERANCE PAGE Mil47473,ev, 10,V312015 BEFORE USE. Ilk I f-Ime "Illy with I I I 11: IM, +lf, s! lowrl,`Il "A is I, 'I 'MliwIrVI,iwf1 I A* III 14)' 11"t Irmssysl,,Ill •M11, MiTek k ll'i ic, 11i"I " 'r, w lg(e, , I,1rV,!I Y, "I, w li(") ,Ind Ic v It tq -III ms,)s and it as sysl, I I l", ae,ANS1171 I Quality Criteria, DS8 -89 and BCSI Building Component 6904 Parke East fltvd Safety Information avoilot 4e tram lilos llf,W, Institute, A Fl1 t.<: Strc =I. `-vnler 317. M,x,rwiwr, VA 2F3I A. Iskirpa FL, 33610 Truss T13026354 IP0232 A013 Hip Girder I Job Reference (optional) BUIldors Ft(stSoriice, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industires, Inc, TLie Jan 23 07:22:17 2018 Page I ID:4xiZSyQ5pnpc,[COHMLIOglzP836-Re.ti)wMOFngoeNftO?MnM?[Otel24Sa6J44LiLrC)bzsY9(I 1-0-0 4-3-11 7-0-0 12-8-0 18-4-0 21 0-5 25-4-0 1-0-0 4-3-11 2-85 58-0 5-8-0 2-8-5 4.3-11 rr 6 50 0 ill 5X8 4 2x4 5 Scale - 1 44.0 3x4 3x4 -- 10 3x42x4 3X63X6 - 2x4 3)( 12 MT20HS 4 3-11 7-0-0 12-8-0 18-0-0 144,,0 21-0-5 25-4-0 4- 3-11 2-8-5 5-8-0 5-4-0 0-4-0 2-8-5 4-3-11 Plate Offsets (X,Y)- LOADING ( pst) SPACING- 2-0-0 CS1, DEFL. in (Ioc) Ildeti ud PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC, 0,40 Vert(LI-) 0.04 11-13 >999 240 M120 244/190 TGDL 7,0 Lumber DOL 1,25 BG &37 Ven(CT) 0,06 11-13 >999 180 MT20HS 1871143 BCLL 0,0 Rep Stress Inc; NO WB 0-46 Horz(CT) 0.01 10 n/a Iva BCDL 10,0 Code FB(,2017/TP12014 Matrix-SH Weight: 122 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5 4-11 oc pudins. BOTGHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. ( Iblsize) 8=44/0-8-0,2=656/0-8-0,10=1197/0-8-0 Max Horz 2=53(LC 12) Max Uplift 8,---68(LC 19), 2=-186(LC 4), 10=-313(1-0 5) Max Grav 8=73(LC 20), 2=665(LC 19), 1 0=1 197(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 109/272, 3-4=-879/256,4-5=-629/232, 5 6=-629/232, 6-7=-92/492, 7-8-68/313 BOT CHORD 2-14=-2231966, 13-14=-223/966,11-13=-168/797, 10-1 1=-475/161, 9-10=-271/81, 8-9m271/81 WEBS 4-13=- 38/26215-1 1=-350(191, 6-1 1= 35111203,6-10=-937/294, 7-10=-308/139 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; V(jlt=140mph (3-second gust) Vasd=108rriph; TGDL=4,2psf; BGDL=3.Opst ' h=1511; Cat- 11, Exp C. Encl_ GCpi=0,18: MWFRS (envelope); cantilever (oft and tight exposed , end vertical left and right exposed, Lumber DOLw1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurront with any other live loads, 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by olhei s) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 8 except (it=11b) 2,--186, 10= 313. Thomas A, Albani PE No,39380 NVok USA, inc, FL Crin 6634 004 Parka East 13NO, Tampa FL 13610 D3re, January 23, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. k"i ,nly With Mrf,*- 1, t% lbr, <loggn is teau ,I-nly q-'n I or'ii.'rot <M' ifyilodtrlf 1-Aiirilly'l ( F'':'l tif"le lh'a I'uilding do'*111,(tw0 volity 111"ol",I)Itc-Airry ,I I'll' mwl"Is11'i [4'1uqryfw this')wW ,r, ini" Iho "V"1 111 991' 1'sklhq rom jn NA- ftiq itl,lo '11o$ I'% t' jlo-ril t4lcklint; <'t 11t lividool A,J,JIW,noI 31,J 1x-Ilfv)nonl MiTek' i('Jkvr-j 1,( sVjhililyrivi (' j'wV(q'1 With I"WH" itIlkity ijn'j I)tojxlly dorwkj, f',f q"11'I'A io'(Ioi'iinkj this? rotlk "Ition, '["vlq'' .Iollv'>Iy' ol'' ti,wil,'I t'vi"irKI of Itu""(nowl woANSI/TP11 Quality Criteria, DSS-89 and BCSI Building Component 6904 Parke last Bted Safety Information - ivr, it A,, firon i lrws ilk 11, 21 n u FL 'Mlo Builders FiistSoorce, Truss Type City Ply WP0232 T13026355 Jack Open 10 1 Job Reference (optional) try, Florida 33566 8130 s Sep 15 2017 MiTek Industries, Inc. Toe Jan 23 07:22:27 2018 Page I I D: 4xiZSyQ5pnp0i C OHM L 109 1 zP836-8Z Ni S R N 3osvys F 8wytX L971 PO4ZN wIyYNSm NkQZSY9g 140 1 0-0 1 0-0 1-0-0 2x4 I Sxet STP Plate Offsets LOADING (pst) TCLL 20,0 TCDL TO 6CLL 0.0 BCDL 10,0 1-14,0-0-101 SPACING- 2-0-0 CS1. Plate Grip DOL 1,25 TC 0,15 Lumber DOL 125 PC 0,01 Rep Stress Incr YES W6 0.00 Code FBC2017fTP12014 Matrix-p LUMBER - TOP CHORD 2X4 SP No,2 BOT CHORD 2x4 SP No-2 REACTIONS. (lb/size) 3=-8/MechantGal, 2=125/0-8-0,4=9/MeGhanical Max Holz 2=30(LC 8) Max Uplift 1), 2=-69(_C 8) Max Gray 3=15(LC 8), 2=125(1-C 1), 4=18(LG 3) FORCES. (lb) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, Scale = 1 6.5 47 1-0-0 1 0.0 DEFL. in goc) I/delf Ud PLATES GRIP Ven(LL) -0,00 2 >999 240 MT20 244/190 Vert(("T) -0,00 2 >999 lao Horz(CT) -0.00 3 n/a Wa Weight: 5 It) FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 00 PUrlins BOTGHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES- 1) Wind: ASCE 7-10; Vult--140mph (3-second gust) Vasd=108rnph, TCDI_=4.2psf, BCDL=3.0psf; h=15111, Cat. 11; Fzxp C; Encl., r3Xpi=0.18; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL.-1.60 plate grip DOL--1,60 2) The Fabrication Tolerance at joint 2 = 011. 3) This truss has been designed tot a 10,0 pst bottom chord live load nonconcurient with any other live toads. 4) ' This truss has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 3, 2, Thomds A Albarri PE Nc,,N380 WTO USA. inc, FL Cart 8634 62104 Parke East Blvd, TamPit FL 33610 Date January 23,2018 WARNINQ - V.Hry do,4g. parameter. and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PARE A411-7473 rev, 1010312015 BEFORE USE, t Ours 'Y'*Il ' Iv +'w' ants, llv hull"Jil I, J,kjll'q mu'l volify It w 11 14i, "it Arty, 4, t, %kjl I I ')kIn 10111% , 11) I pv I 'Jly it I( , it " 'I' W it I,, , i--kIn int, , thin 'V"I If MR 1'rAlklil" SiNo, t rt'ally'lnd I" rv,V('.nI will r I, jh,l I'll 11 'My i jm' 1, It ai(;' III, ( 1, "Iofog'r' dolfv(I Y, 'x- float' and brat Quality Ctitorio, DSO-89 and SCSI Building Component 6904 Parke East Blvd Safety Information iv,AI,iI4e ft,,m ll,titrii, ?18 tI Tampa. FL 13610 Job fnrE WP0232 CJ13 Tampa I Fuss I ype Jack -Open Plant City, Florida 33666 I 3x4 - T13026356 9 1 8.130 s Sep 15 2017 Mil'ek)nd(.JSIHeS, Inc. Tire Jan 23 07:22:28 2018 Page I 0:4XlZSy05pnperC'.0HML 10glzP836 (Imx4gt)OhZAIpUO17Vb2aiLqZ2TLiZfcGIC6VWCSzsy9f 3-0-0 30-0 Scale = 1 10 8 3-0-0 Plate Offsets (X,Y)-- [2:0-0-2,0-0-01 LOADING (psf) SPACING- 2-0-0 Cst. DEFL. in loc) Vdeft Ud PLATES GRIP TGLL 20.0 Plate Grip DOL 1,25 TG 0,22 Vefl(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BG 0,08 Verl(CT) -0,01 2-4 >999 180 BCLL 0,0 Rep Stress Incr YES WB 0.00 Hotz(GT) -0,00 3 n1a n/a BCDL 10,0 Code FBC2017fTP12014 Matrix-P Weight, 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purfins. BOT CHORD 2X4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52i'Mechanical, 2-187/0-8-0, 4--26/Mechanical Max Horz 2,-59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LG 8) Max Grav 3=52(LG 1), 2=187(t-C 1), 4=52(LC 3) FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (11b) or less except when shown, NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDL=3.Opsf, h=151t; Cat. 11, Exp C; Encl., C,Cpi=0.118; MWFRS (envelope) and G-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed tot 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 mernbets, 4) Refer to girders) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 in uplift at joint(s) 3, 2, Aj, WARNING - Verify design pararnetals andREADMOrES ON THIS AND INCLUDED MITEK REFERANCE PAOEMII-7473 rev, 1"3,20166EFORE USE, vole i k'i'lse "I'ly with Milek"-nn,a, lis Ihis <i si H, r"' ,'Iily q-11 I slv'wl' ond 1s 1',r -Ni 01RVi4vil t "Ifil i nl. ty'l I titm, " yskn-fi<<fore uw' the t'iAkill) tj'*11r"l 1'in"l v,,My 111- int 4i, otAily ''I design 1, srlff"+ rs "'Id t v q"eJjy j"", qj-j'jj' jjajs .1"'tqn 01, - lh" 'V11119l K'Ilwoys 1-yAt"I'll 1"t %I'ItAllyon I t' I AoV"nl-'lr)l'w Witt, ilij'ay orui prol "My' tonvtq's' 1'11' ricollor" sl"(oq'e. deflvcuy, ow, li"11 and 1w)(Inq "I hlsu:, <ir, I hu,,, tiyslm ns, ti-,,ANSI/TPl1 Quotity, Criteria, DSB-89 and SCSI Building Component Tiromaii A. Afbani PE No.NHO piiT*k USA,hn- FL lle,,t 61534 6K.t4 Parke East Blvd. Tampa FL 33610 Date January 23, 2018 Idlf' MiTak, 6904Parke East 13W Tamps Ft- 33610 Job Truss Truss Type WPO232 CJ3A Jack -Open Buildets FirstSource, Tampa, Plant City, Florida 33566 05 05 3X8 I,5x8 STF 05 1-0-5 LOADING (psl) SPACING- 2-0-0 TOLL 20,0 Plate Grip DOL 1 25 TCDL TO Lumber DOL. 1.25 BOLL 0.0 Rep Stress InGf YES BCDL 10,0 Code FBC2017/-TP12014 T13026357 Job Reference (optional) 8,130 s Sep 16 2017 MiTek Industries, Inc, Trie Jan 23 07:22:28 2018 Page 1 IDAxrZSy05pnpciG0HML 10glzP836-dinx4gnOtiZAIpUC)i7V[)2aiLqaxTuMfcctc6Vw(,sz$Y9f 3-0-0 1.11,11 CSL DEFL. in loc) I/deli Ud 7C 0,16 Vert(-L) 0.00 4-5 r999 240 BC 0,09 Vert(CT) 0,01 4-5 999 180 WB 0,00 Hotz(GT) 0.00 3 Ilia Iva Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD BOT CHORD 2x4 SP NO,2 WEBS 2X4 SP No,3 BOT CHORD REACTIONS. (lb/size) 5=103/0-8-0,3,--70/Mect)anical,4=33/MechariicaI Max Holz 5=33(LG 9) Max Uplift 5=-24(LC 12), 3= 43(1-G 12) Max Grav 5=103(LG 1), 3=70(LG 1), 4-52(1-C 3) FORCES. (lb) - Max, Comp./Max, Ten, - All forces 250 (lb) or less except when shown. ro Scale = I 10 8 PLATES GRIP MI 20 244/190 Weight: 10 lb FT = 20% Structural wood sheathing directly applied of 3-0-0 QC PUIIIIIS, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE T10: V(jlt=140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BGDL=3.0psf; h=151tl Cat, 11; Exp C; Encl_ GCpi=0.18; MWFRS (envelope) and G-G Cornet(3) 0-1-12 to 1-0-5, Exterior(2) 1-0-5 to 2 11-4 zone, cantilever left and tight exposed; end vertical left and right exposed;C-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water pending. 3) This buss has been designed for a 10,0 psi bottom chord live load nonconcui tent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 5, 3, Thomas A, Alloani PE rio,3936li MiTek USA, 3nc, FL C0 6634 404 Parke Eaql BNO, Tampa FL 33V 0 D'a te January 23,2018 A)I, WARNING - Verify d"Ignparameters and READ NOTES ON rriffS AND INCLUDED MREKREFERANCE PAGE 01,7473mv. 1010"015 BEFORE USE, wilv I t"t us,,nry Witt I mllok':, k I% Kt - I'-, i-illy'll-ri I' rvff,r,+a-tv'wl I, , It , I i"r, 'I <m It rfi'A-'fr v It t A rirjftl, I ,:''nit I f), 'I o lt, rsssYlom, K'fof,rrrv:, III, I nest v,44Y Ihe,444r- It illy (It, i40f I Isar fiwr,ris it, Ipn>txxly ni-I [i A,e 11m, I, r,4c If, it ItIt io w, 'I ill itilk<ilo f is h, Iiii" %v,A-rtr 11-i ly+1 ni('Iul pis ot,ly A, ldili-(, it 1,>Inj "t,ay qII, I I -Ilnltynt I'[, Y a,4j MiTek loit pwvnit, "llot- With [-%,04, J,I%oliol iiijilly ,Ird jcq-ly I"I J,aIwtol ,Jrwjon- we ywflllq the I, go, afkj), hiocirirl 1 busses, In, tmQuality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bed Tampa FL 33610 Job Truss truss I YPQ WP0232 CJS Jack -Open BUildets FitstSource, Tampa, Plant City, Ronda 33566 i.0-0 1-0-0 I 3X8 1 15x8 STP Plate Offsets LOADING (psf) SPACING- 2-0.0 CS1. TOLL 20,0 Plate Grip DOL 1,25 F C 0,56 1 GDL 7-0 Lumber DOL 1.25 BG 0,26 BGLL 0,0 Rep Stress Incr YES WB 0,00 BCDL 10.0 Gode FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP Nci.2 BOT CHORD 2x4 SP No,2 REACTIONS. (lb/size) 3=114/Mechanical,2=253/0-8-0,4=46/MectiariicaI Max Fiat z 2=91 (LC 12) Max Uplift 3=-81([_C 12), 2=-75(LG 8) Max Giav 3=1 14(LC 1), 2=253(LG 1), 4=92(LG 3) Qty Ply VVP0232 T13026358 9 1 Job Reference (optional) 8,13Q S Sep 15 2017 M;Tek Industries, Inc. Tue Jan 23 07:22:29 2018 Page 1 lDAxiZSyQ5pnperG0HM[. 10glzP836-5yV*rt6C)JKU9g5YIJ31apEYNfatBvOeStqmFUpvzsY9e 5-0-0 5-0-0 Scale = 1, 15 8 I10-0 5 0-0 DEFL, in loc) I/def) Lid PATES GRIP vell(I-L) -0.03 2-4 >999 240 fall 244/190 Vert(CT) -0,05 24 >999 180 Horz(GI) -0.00 3 n/a n/a Weight 17 ib 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, 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, TGDL=4.2pst; BGDL=3.Dpsf: h=15ft; Cat, If; Exp G; Encl_ GGpr=0,18, MWFRS (envelope) and C-C Gorner(3) zone, cantilever left and right exposed; end vertical left and right exposed;G-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Jive 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 tail by 2-0-0 wide, will fit between the bottom chord and any other members, 4) Refer to girder(s) tot truss to truss connections, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, WARNING, - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE M11-7473 rov, 1""015 BEFORE USE V, lli, It ruse "Filywith mir+ <<xvx ["(s11 In <I"qi1r) is I I ,llly r if "I, I K)C' It 11, +1% Sri, "MI'' In" J iti k I in, fivrAu, II I K4ill hj :l ni -I ,,I it, i " 't k buss N'to,ou"o, 114. i" itiq itj"Jj< '11"d 1, lo jw"nl tAl"Hin't 0 in. fivi, $,),a li'm -4,rt'Aj"I, 1-vi ri,mJ fl -niy N J Allole it 11310111l,41Y -AA Jx"rM-11`1ll it ?'irlq 1, It' ll, ,ifl, "i, 'lor, Io'% du8r ery, (1w, tios , "Ind 14, lcil c'I ilusxs and film y4twns. 1(ANSI/TPH Quality Criteria, D$B49 and BCSI Building Component 7homas A, Afbani PE No,3$380 MiTek L) SA, inc. FL Cert 3634 0,54 Parke East Blvd, T)moa FL 3364 Dare January 23, 2018 MiTek 6904 Pwke Ertm Edwd TanVa Fl, 33610 WP0232 Builders Plate Offsets Ttuss I I uss type CJ5A Jack -open e, Tampa, Plant City. Florida 33566 5 1 5x8 STP 3x4 = T13026359 8,130 s Sep 15 2017 MiTek Industries, Inc, TLIe Jan 23 07:22:30 2018 Page I I D: 4XIZSyO5pnpe(C OHM L I Og I zP836-Z83r5SPx5n HXj rtVdO52m nwrd HXZ 75h? 30 ILLzSY9d 305 50-0 3-0-5 1 11-11 5.00 -f2- Scale 16 S LOADING (pst) SPACING- 2-0-0 CSL DEFL. In Ioc) I/defl I -Id PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 T C, 0,47 Veirl(L,L) 0,04 4-5 >999 240 MT20 244/190 rCDL 7.0 Lumber DOL 1,25 BC 030 Verf(CT) -0,05 4 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.03 3 n/a Iva BCDL 10.0 Code FBC2017ITP12014 Marnx-R Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 OC norms, BOT CHORD 20 SP No,2 except end verticals. WEBS 2x4 SP No.3 BOO CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5= 177/0-8-0, 3= 1 22/Mecha nical, 4 =55/MeChani Cal Max Horz 5=53(LC 9) Max Uplift 5-47(1-C 8), 3=-69(LC, 12) Max Grav 5=177(LG 1), 3=122(LC 1), 4=90(LG 3) FORCES. (lb) - Max. Conip./Max, Ter), - All tortes 250 (lb) or less except when shown. TOP CHORD 1-5=-137/284 NOTES- 1) Wind: ASCE 7-10; VUIt=14Omph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=15fl, Cat. ll; Exp G, Encl., GGpI=0.18, MWFRS (envelope) and C-G Comer(3) 0-1-12 to 3-0-5, Exterior(2) 3-0-5 to 4-11-4 zone; cantilever left and tight exposed ; end vertical left and right exposed-IC-C for rnernbets and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL= 1_60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf Wtorn chord live load nonconcurent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other mernbers, 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) 5, 3. Thomas A. Albari PE No,343$0 MiTok USA, nc, FL u10 604 034 Farke, East Blvd, Tarnpt , FL 33610 Date: January 23,2018 wARNtNG, verity design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REPERANCE PAGE A411-7473 rev10/0"015 BEFORE USE. oll' m€y'hml [3'+jo trio' lf)'+ I xAldll I'l, knkp"!l mist vI Wy III,- )If 4r, giorry ol, I" wm"+- 111'j Ily hw'll "I, ik, this lo'kjn il&' tho , 'V%'Jll MiTek' I' AAlity"iwf lopwveW it 1t,nca will, I—v'iryll itfIl'y oitl'i I'v'I.My 411rnzt10 1' 1t,tk otkn' dofvofy"(lion an,:1 ('1 6ussc s 'JI'd tnt 4yUorrEa, u,,,AN$[/TFi1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Puke Lasi Blvd Safety Intormotion ova mkit 4e iron i trusa III, 11t' lmhlul<' 216 N Tampa FL 33610 Type Oily Fly WP0232 T13026360 JACK -OPEN 30 1 I Job Reference (optional) Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc, Tue Jan 23 07:22:30 2018 Page 1 ID:4xiZSyQ5pnpc(COHML.10glzPS36-Z83r5SPx5nHXjitVcIO52nniwkYNSw75h?3Q 11-[-ZSY9,:l 7-0.0 1-00 7-0-0 4 1,5x8 STP Lets(X,Y)-- 120-8-0,0-0-10 Scale = 1 19 8 LOADING ( pst) SPACING- 2-0-0 CSL DEFL. in Ioc) I/dell Lid PLATES GRIP TGLL 20,0 Plate Grip DOL 1.25 1C 0,93 Vetl(LL) 013 2-4 >594 240 MT20 244/190 TGDL 7,0 Lumber DOL 1,25 BC 059 Vert(CT) -0,16 2-4 >431 180 BCLL 0. 0 Rep Stress Incr YES WB 0,00 Hocz(CT) -0,00 3 n/a Iva BGDL 10. 0 Gode FBC2017fTP12014 Malrix-SH Weight: 23 In FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD StrUCtUral wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2X4 SP NcI2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ou bracing, REACTIONS. (lb/ size) 3=159/kilechanical, 2=324/0-8-0,4=78/lvlechanical Max Herz 2=1 22(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=1 59(LC 1), 2=324(LC 1), 4=121 (LC 3) FORCES, (lb) - Max. Comp,/Mix. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDL=J.Opsf; h=151t, Cat. 11, Exp C, Encl., GCpi=0, 18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DDL=1, 60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurient 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 toctangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other rnernbets, 4) Refer to girder(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Ot=lb) 3=102, A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLOOEO MITEK REFERANCE PAGE MfF7473jsn, 1010312015 BEFORE USE, D,,ltrtl w *0 tol'j"(—Illywill I It Ir-te'sigi I k, I r- I -, flyii[,n I I I,(, I ('if,iii,irk it iol t'*rifir . '4ni—wril, n-I kolc,wme, the I x III, finq+e,ts it tel If If Oveirry Ih— It I I,- I, — I , I I *,j xIly in, a)11"+tie 111k,k*'Inh *, lho"""will 11w,ly, (( x}ofto'i t(l vt.jhilily,lf,,l k>14ov"'Ill coli,4'— wilt-, J—%A+( Inif8y'Ir"i Iotlk,Itr' fl, Aof,)J,% doltv,ity, c3ux fkx7 and t,cj',rtI,4 of puss— and %(i,,,ANSJ/TP1I Quality Criteria, DSO-89ond SCSI Building Component Safety Information ovifil,jhle twin Irtiv, 11kil" Inattlftte, 2tfl llll-, Mwel, /qox,)rclrkr VA 72314. Thomas A. Albani PE No.." HO IWTO USA, mc, FL Cart 6634 OU Parke Emir Blvd, Tamna FL :13610 Dole January 23, 2018 Nil' M!Tek 6904 Pattie East Blvd 1,1f,,Pa. FL 33610 Plate Ottsets (X'Y LOADING (psf) TOLL 20.0 TGDL 7,0 BELL 0.0 BGDL 10,0 Truss Miss lype EJ7B Jack -Open Tampa, Plant City, Florida 33566 T13026361 8) 30 s Sep 15 2017 MiTek'lridustnes, Inc. Tue Jan 23 07:2231 2018 Page 1 ID:4xiZSyO5pnpotCOHMI-10glzP836-lKdDloQZs5POLsSiBIcHKzSxRllI SYx814kbtnzsY9c 7-0-0 7-0-0 33X6 1 5x8 STP SPACING- 2-0-0 Plate Grip D(--)L 1,25 Lurnintar DOL 1,25 Rep Stress InGr YES Gode FBG2017fTP12014 Scale = I 19,8 7-0-0 740 CSI. DEFL. in loc) I/defl ud PLATES GRIP TG 0,79 Ver!(LL) 0,16 1-3 481 240 M720 244/190 BG 0,73 Verl(GT) 0A8 1-3 436 i8o WB 0,00 Horz(GT) 0,00 2 n/a tva Matrix-SH LUMBER - TOP CHORD 2x4 SP NOA BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=244/0-8-0,2=165/Mechanical,3-79/Mectiaritc,,aI Max Herz 1 =1 11 (LC 12) Max Uplift 12),2--104([-C 12) Max Grav I =244(LC 1), 2= 1 65(LC 1), 3= 121 (LG 3) FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or loss except when shown Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-6 OC PUrtins. BOT CHORD Rigicceiting directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7- 10, Vult=l 40mph (3 second gust) Vasd=l 08mph; TGDL=4 .2psf, BGDL=3,0psf; h= 1 5fl; Gat. 11, Exp G; Encl,, G('pi=0.18; MWFRS (envelope) and G C Corner(3) 0-4-0 to 6-4-0, Exterior(2) 6-4-0 to 6-11-4 zone, cantilever left and right exposed I end vertical left and right exposed;C-C for members and forces is MWFRS for reactions shown; Lumber DOL=L60 plate grip b0l— I .60 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcutrent with any other live loads, 3) * This truss has been designed tot 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 tit between the bottorn chord and any other members. 4) Refer to gitcler(s) for truss to truss connections, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 If,) uplift at joint(s) I except (jt=(b) 2=104, Thomas A, Albani PE No,NW 4tiTO, USA, in,,, FL Cert 6634 004 Parke East Blvd, Tafnrci FL 33610 Date January 23,2018 ik WARNWG- Verify deatlinparrimartars and READ NOTES ON THIS AND INCLUDED ARTEKREFERANCE PAGE M*7473rev, l"312015 BEFORE USE. III(%, willwtI, is V'I on in, IIA, III, it t,rjHMI'l < MiTek I- Ir," I Iwqkttwd I' [ A(AWY 91' I 1' wtlhj-'AA, I -1 4v i (1 1' it y It.1 jvj lly Vitt "X'j- I, Itio VA41, , 111"n, at ' rro' , 101va'Y' (", tion and I arae in0 of 11im—s,ii vi [[INS sytt, erns, SPIakNSI/TPII Quality Criteria, DSIS-8? and BCSI Ifullding Component 6904 Parke East bivd Safety Information ovWrt 4(, It -IT, fitim, 11,110 IrMitAto, '/]i, H to, Sit-1, Siiil, :W1, Wxor,ftkV VA Y231 4, Torripa FL 33610 T13026362 WP0232 H 1 Roof Special Girder Builders FitstSouice., Tampa, Plant Cry, Florida 33566 1.0-0 4-3-11 7-0-0 12-8-0 1-0-0 4-3-11 2-8-5 5-8-0 I '100 12 46 =_ 4 16 2x4 3X8 -- Qty Ply WP0232 I I I Job Reference (optional) 8,130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:32 2018 Page I ID:4xiZSy(-)5pnperC,OHMLIOglzP836-VXAbW8RBdPXFyO1ukR7W$B?3P56ibrblXIJBPEzsY9b 184-0 20-4-0 25.4-0 5-8-0 2-00 5-00 Suite = 1 45 0 SX8 - 5X6 - 17 'S 18 19 6 4x12 - 2x4 3X4 - 2x4 43XB - 2x4 3x4 - 4 3-11 7-0-0 12-8-0 18 0 0 181.4-O 20-4 0 25-4-0 4-3-11 2.85 5-8-0 540 0-4-0 2.0-0 5-0-0 Plate Offsets (X,Y)-- [60-3-0,0-2-4] LOADING ( pst) SPACING- 2-0-0 CSL DEFL. in (loc) Ildell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 I'C 0,97 Vetl(LL) -0,08 12-14 >999 240 MT20 2441190 TCDL TO Lumber DOL 1 25 BC 0,70 Vert(01) -0,18 12-14 >999 180 BCLL 0,0 Rep Stress Incr NO WB 0,68 Hotz(CT) 0,05 11 Iva rVa BCDL 10,0 Code FBC20171TP12014 Matrix-SH We.;ghl: 131 lb F-T = 20% LUMBER- BRACING - TOP CHORD 2X4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc puffins, BOT CHORD 20 SP No2 except end verticals- WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6 0-0 oc bracing. WEBS 1 Row at rnicipt 5-11 REACTIONS, db/size) 9=-153/0-8-0,2=1118/0-8-0,11=2708/0-8-0 Max Herz 2= 1 03(LC 26) Max Uplift 9=-273(LC 19), 2=-379(LG 8), 11 =-940(1-G 5) Max Gjav 9=153(LG 6),2=1126(LC 19), 11=2708(1-C 1) FORCES. ( lb) - Max. Gornp./Max. Teti. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-21821730, 3-4=-2027/706, 4-5= 1869/670, 5-6=-312/919, 6-7=-338/983 BOT CHORD 2-15=-68211938,14-15=-682/1938, 12-14=-51811450, 11-12=-51811450, 10-11 =-788/274, 9-10=-785/275 WEBS 4-14=0/421, 5-14=-184/ 491, 5-12=0/ 501, 5-11 =-2653/928, 6-11 =-815/412, 7-9=-2881867 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vultr=-140mph (3-second gust) Vasd=108riph ' TGDL= 4,2pst, BCDI-3.0psf; fr=154, Cat. If; Exp C, Eric(,, 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 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed fora 10.0 psf bottom Chord JVG1 load 1-1011COnCUI rent with any other live loads. 5) * This truss has been designed tot a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will (it between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable, of withstanding 100 lb uplift at joint(s) except Ot=lb) 9=273,2=379,11=940, 7) Hanger(s) or other connection device( s) shall be provided Sufficient 10 Support concentrated load(s) 200 tin down and 202 Ito up at 7-0-0, 105 lb down and 107 lb up at 9-0- 12, 105 lb down and 107 lb tip at 11 -0-12, 105 lb down and 107 lb Lip at 12-8-0,105 In down and 107 In tip at 14-3-4, and 105 lb down and 107 Ith tip at 16-3-4, and 200 lb down and 202 lb Up at 18-4-0 on top chord, and 320 Ito down and 109 In up at 7-0-0, 81 lb down at 9 0-12, 81 lb down at 1 1 -0 12, 81 lb down at 12-8-0. 81 lb down at 14-3-41 and 81 In down at 16-3-4, and 320 lb down and 109 In Lip at 18-3-4 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 + Root Live (balanced): Lumber Increase=125, Plate Increase-1,25 Uniform Loads (pit) Vert: 1-4=-54, 4-6-54, 6-7=-54, 7-8= 54, 2-9=-20 WARNWO, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERANCEPAGE MII-7473 mit. 101031201$ BEFORE USE. kifldlng"R*')n' A, 1, Jilt, Ir )l 1,111q,+ )IV Al,i r w4ill, ir-W 11x itlq tot dr,"Ition. I'livolv, 'I'wrol' ,rnd of huw-owl tirm srifetm. -ANSJ/TPII Quality Criteria, DSB-89 and BCSI Building Component Thomas A, Albani PE No.3qi8i) MTO USA, tnc. FL Ce, 6634 6904 Parka East BNql, Tlmpa F133610 Date January 23, 2018 MiT10, ek 6904 Parke East Blvd Tanya. FL 33610 Truss T13026362 WP0232 Hi Root Special CxiOei 1 1 Job Reference (optional) Builders FiistSauice, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:32 2018 Page 2 ID:axtZSyQ5pnpciCOHMLt Og l zP836-VXAbW BRBdPXfyot ukR7WsB?3P56ibrbiXjT8PEzsYgb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4— 153(F) 6=-153(F) 14=-320(1`) 12= 58fl 5=-105(1`) 11=-320(F) 16=-105(F) 17--105(F) 18=-105(F) 19-105(F) 20-58(F) 21=-58(F) 22=-56(F) 23=-58(F) WARNING - Verffy destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev I0lQ"015 BEFORE USE Ik.u(jh 10lk 1 rot lau> *I dy wltlt Miltk I, vs it t{a rfe sitlnnthree 1-nlyIII nI'h sI R,.<tnd Is k'I an tWIM I, I, III t I8-fox;-,anl Ix.nt,IVA t lit tss system n,+,w It"A" It., I xAlt to Iq dosk,}nen trust V,Il y ihe: Wl tl us S«u{fSI II0 , th<a averail txdldin,l k^slrtn. (nra,'6ly7 in<ii;akn•tfsb frete nl txrckitt la,l^tindNktu il truss ,c,(„atr th>r eht t f nlexrtht rs,.nly- r-b{pll n tl to»nj ,l yry cxti.t tk.atronenl br xan4fi is olwclys w, 11111-I ratrItAty an.# 4, r 4ove,nl,-,4i 4 r,- willII sd:>lex txasnnal injury al Kl Pinl wriy : k IIIvwy iot ti'xxtL I (1tNd<xr otex{1al.fil H;t lho-> tat'll, of al, stot I j,% liun and 1 *rat Intl of In mx s,rnd 61tas systerns, -(* ANSIJTPI t Quality Criterlo, DSB,$9 and SCSI Building Component Safety Information ov4l,'114a fFom low, Ptak ImMule- 716 M 1 ee Stt<'rt Suite 319 Nexowlno t W122314- O, i eg 6804 Parke Bast Blvd. Tampa. Fl 93610 ype City Ply T13026363 WP0232 HJ7 Diagonal Hip Girder Builders FiistSouice, Tampa, Plant City, Florida 33566 7-0-8 7-0-8 2x4 2x4 7-0-8 7-0-8 Plate Offsets (X,Y)-- [2iEdge,0-0-61 5 1 Job Reference (optional) 81130 s Sop 15 2017 MiTek Industries. Inc, Tue Jai) 23 07:22:33 2018 Page I ID:4xiZSyQ5ptipciCOhIMLlC)glzP836,zjkzjL)RqOif5aAc4l8elPOYNaUW?KOIRINDliygz$Yga 9-10-1 2-9-9 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in oG) I/defl Lid TGLL 20,0 Plate Grip DOL 1.25 TC 0,43 Verl(I.-L) 0.05 2-7 999 240 TCDL 70 Lumber DOL 1,25 BIG 0L44 Vefl(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 BGDL 10'o Code FBC2017fTP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP NO,2 TOR CHORD BOT CHORD 2X4SPNo,2 BOT CHORD WEBS 2x4 SP No,3 REACTIONS. (lb/size) 4=14/Mechaiitcal,2=445/0-10-15,5=400/Me(;IianicaI Max Horz 2=131(LC4) Max Uplift 4=-35(1-C 22), 2=-145(I-C4), 5=-154(LC8) Max Grav 4=29(LG 18), 2=445(LC 1), 5=400(LC 1) FORCES- (b) - Max, Comp./Max. Teri. - All forces 250 (lb) of less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-7=0/359, 3-6=-696/272 Seale 1:20 6 20 9-10- i PLATES GRIP MT20 2441190 Weight, 39 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied of 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vult=140rnph (3-second gust) Vasd=108rrrph, TGDL=4,2psf; BCDL=3,0pst; lh=15ftl Cat, 11; Exp C; Enc(., GGpi=0,18, MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed; Lumbet DOL=1,60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 pst botlorn chord live load nonconcurTont 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 gfrder(s) for truss to truss connections, 5) Provide mechanical connection (by others) Of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 4 oxoept (r=rb) 2=145,5=154. 6) Hanger(s) of other connection device(s) shall be provided SI-IfflCient to support concentrated load(s) 66 In down and 85 lb tip at 1-4-15, 68 In down and 85 lb LIP at 1-4-15, 25 In down and 38 lb LIP at 4-2-15, 25 Ito down and 38 In LIP at 4-2-15, and 50 lb down and 87 In LIP at 7-0-14, and 50 Ith down and 87 lb Lip at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 In down at 1-4-15, 18 to down at 4-2-15, 18 Ito down at 4-2-15, and 38 IP clown at 7-0-14, and 38 lb down at 7-0-14 on bottom Ghoid. 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) of back (B), LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=125, Plate Increase=11,25 Uniform Loads (pit) Vert: 1-4-54,2-5-20 Concentrated Loads (11h) Vert: 3=-75T`=-38, B=38) 7=-36(F=-1 8, B=- 18) 8.z44(F=22, B=22) Thomas A. Albani PE Na-43W MiTrik USA. Inc FL Cert 6634 004 Parlor East SNd, Tannpa FL 33610 0a t0 January 23,2018 WARNING - Verifydalign parameters and READ NOTES ON THIS AND INCLUDED UtTEK RIFFERANCE PAGEMIP7473 rev. 10,0X2015 BEFORE USE. 0ign V'*i 1-1 use ,I',Iy With Miiokl', -nn- 1(,Ls, Ihi, de u<n is t'lx i ''niv kq-'n si , ind is L 1 atl "10tvidil, 111 uiFNfKj , not r buss system h"("l-l'o, tl7E I'Aldfnrj must V,!,Jly lh'• aj j Al' , it'rily of 1'"run 'wid I 'Iofx: Ily inc"q , 'I'll" IN, %Ie*'jn into llx , 191' tAludln'j do%101' (14a" in';, 111•'Jikc' is 1e' jae"('nl 1,re kiin'j • -f lt'ILa'IrP it Imm W"I' ch-t, L m,emt-rs &Lfh-nol 4eu1j,W)ly - R)d 11-nt tley inti MiTek' i01w0y, f-jtfll-1 ('a q"t Orly xnd 1('wV-14Il'rf "e Witt, I, ""W 4" jxw'•n')I roll "Yor, I I'i"I."Ity 1a'I-XjeI or'}''"dal if 'joidx ,r 11.y1OLAIIQ 111e IItliclilk'n, ', kwkf't' R,11voly. '3I-Jk'noud of tram"', Ind truss %y%knis-w(cANSI/TPIT Quality Criteria, DW89 and BCSI Building Component 6904 Parke East Bred Safety Information ow* x,kIron lrrm Mato Institute. 218 Ntee Sir ^<^i 9nh>:717, /+envlWj. VA'2314, 'Ia.,pa. FL, 33616 Job cuss [Fuss lype UTY Fly VVFUW'1`1z T13026364 WP0232 V3 Valley Job Reference (optional) Builders FirstSouice, Tampa, Plant City, Florida 33566 8,130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 07:22:34 2018 Page I ID:4xiZSyQ5pnpcfCOHMLIOglzP836-RvlMwqSS90nyCJBGsr9 XC4chuyE3vha lyFU6zsY9Z 3-2-8 3-2-8 Scale = 1:95 2 i 90 2x4 -,- 2x4 I LOADING ( pst) SPACING- 2-0-0 C% DEFL. in (loc) I/dell Ud TCLL 20,0 Plate Grip DOL 1,25 TG 015 Verl(I-L) n/a n/a 999 TCDL TO Lumber DOL 1,25 BC 0,06 Vefl(CT) n/a - Iva 999 BCLI- 00 Rep Stress Incr YES WB 0,00 Horz(07) 0.00 3 Iva Iva BCDIL 10,0 Code FBG2017tTPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No.3 REACTIONS. ( b/size) 1=85/3-1-14, 3-85/3-1-14 Max Holz 1 =43(L,G 9) Max Uplift 1 =-23(LG 12), 3=-31 (I-C 12) FORCES. ( lb) - Max. Comp./Max. Teti. - All forces 250 (b) or less except when shown. PLATES GRIP M- T20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4.2psl; BCDL-3,0pst; h=15ft, Cal. III Exp C; Encl., GCpi= 0.18; MWFRS (envelope) and C-C, Coiner(3) zone: cantilever left and right exposed; end vertical left and fight exposed;C-G for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 pst bottom chord live load nonconcuttent 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 100 Ib uplift at joint(s) 1. 3, Th omas homasA, Abani PE No,33380 MiTsk USA, inc, FL Cert ON 01) 4 Parke East 51%4 Tampa FL 13610 0ate January 23,2018 AJ, WARNINO - Verily design parameters and READ NOTES ON THIS AND tNCLUDEDMITEKREFERANCEPAGE Mff-7473 rev. 101031201PS BEFORE USE. I I' Aw'i "Illy III -n I I Is I'I .11 III vlIvIdual tAlIrling, 1 11 Ilns—y%l, aIll 110(l, kru:, It- n"I'l v(ilty 11—)14 4r-il,illty, 1, J(-,JqII fx)I, 3111ok l, "II'l 11('1-11y ill"' fill, de,*,ln inl11- -v,w)li Nil MiTek' k it'll, olion, Sl.,n gti, dolrv,ly, 'No"W'l, . 11 id tw I, If,( l "t nnd 1-rANSVTPIT Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Efrvo Safety Information ovuflol 41, from hum., "kite, 2114 fl) 3 12, Alex,1101k), VA Tampa rL 33610 truss truss I ype 232 V5 Valley Iders FiistSouroe, Tampa, Plant City, Florida 33566 T1302636', 9.130 s Sop i 5 2017 MiTek Industries, Inc. Tue Jai) 23 07:22:34 2018 Page I ID:4xiZSyQ5pnl)crCOHML10glzP836-RvlMwqSS90nyCJBGsr9 xc4W5(ivd3vha lyFU6zsYgZ 5-2 8 5-28 2x4 2 2x4 t> 2x4 LOADING (pst) SPACING- 2-0-0 CS11. DEFL. in (Ioc) I/detl Ud TCLL 20,0 Plate Grip DOL 125 TG 0.57 Vert(LL) n/a I 1/a 999 TCDL 7,0 Lumber DOL 1 :25 BC 0,23 Vert(CT) Tva - rVa 999 BCLL 0,0 Rep Sties-, Inci YES WB 0.00 Hotz(CT) 0,00 3 1 l/a No BCDL 10.0 Code FBC2017/]'P[2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD ROT CHORD 2x4 SP No2 WEBS 2x4 SP No,3 BOOT CHORD REACTIONS. (Ib/size) 11=159/5-1-14,3=159/5-1-14 Max Holz 1 =81 (LC 9) Max Uplift I =-44(LC 12), 3=-57(LG 12) FORCES. (lb) - Max, Corp_/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-125/261 I Scale = 1 14A PLATES GRIP MT20 2441l 90 Weight: 17 b FT = 20% IlUctril'al wood sheathing cl applied or 5-2-8 oc, pirilins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140rnph (3-second gust) Vasd=108mph, TCDL=4,2psf; BGDt-3,Qpsf: lb=15ftl Cat. If; Exp C, Encl., GGpi=0.181 MWFRS (envelope) and G-C Corner(3) zone, cantilever left and right exposed; end vertical left and tight exposedIC-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 kO plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0",', joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing, 4) This truss has been designed tot 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 it tit between the bottom chord and any other memhers. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 1, 3. Tho,,na% A. Abam PE Nc,393$0 RiTok USA. Inc FL C0 $634 004 Parke Eat Blvd. Tampa FL 31610 Date January 23,2018 AJ, WARNING. Verity deOgnparameters and READ MOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE A#11-7473w, 1010312015 BEFORE USE. f d,111 is, t-rs, 1• -lily ut-n i, orl'ir, (<.l •fl' 11I'rvkfu•il t41irlirig hull ffnrl•Nal in. NociiIq iil fl, '11')d 1, 1" I'lovoni t r*lin j (4 11vii,4111. It II I" W t III, ilot chid moult i, only. A, i III,,,vit svxy , Ind Inr riont I + e JIV') MiTek' I lot st'ltilliyond "11,11""With I')%," 1' 1,rv,tyll 101 ,1(11I'Aol '34til, o the klki("Iti"t" M, WAI 'nd I of hirws '11,1 "- >ANSI/TPIII Quoilly CrIterio, DSB-89 and SCSI Building Component 6904 Parke East bred Sofety Information ovollot 4(: 1-to litw, Pktka Ir0ifirl,, 218 rr 0- SlwO, Sill, 312. Aloxowirr(r VA n314, Tampa FL 33610 Symbols PLATE LOCATION AND ORIENTATION 4 Center platelate on joint unless x, y offsets are indicafed Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0-719, For 4 x 2 orienfation, locate plates 0- -1" 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 oUfpUf iJseT-_r!bracing 0" if indicated BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Mir, size shown is for crushing only. Industry Standards: ANSIFPil. National Design Specification for Metal Plate Connected Wood Truss Construction. E)SB-89i Design Standard for Bracing. BCSi: Building Component Safety Information, Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood , TI USSeS 6-4-8 1 airner-,SionS Shown in ff-in-lsixte'er',IhS I( Drawings not tc scale) 2 TOP CHORDS JOINTS ARE GENERALLY NUMBEREDAETTERED 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, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-33282 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. Z 2012 MiTek(P) All Rights Reserved MiTek Engineering Reference Sheet: M11-7473 rev, 10/03/2015 A& General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I , Additional Stability bracing for VUSS System, e,g, diagonal or X-tracing, is always required See BCS1 2 Truss bracing must be designed by an engineer, For wde truss spacing, individuol lateral braces themselves may require bracing, or aternative Tar I bracingrocing should be considered. 3 Never exceed fine design loading shown and never stack. r'noterials -ri inadequately braced trusses 4 Provide copes of this truss design To fne building designer, erection Supervisor, proms rtvowner and afi other interested parties. 5 cut members to bear tightly against each other. 6. Place plates on each face of truss of 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 vvifnl ANSIJTPI I., UnLess otherwse noted, moisture content ofl[umber shall n.ofexceed 19 of time of fabrication 9 Umess expressly noted, this design is not applicable for use with fire retardai-if, pre-servative treated, or green lumber 10, Camber is a non-structural consideration and is the responsibility of truss fabricatcr, Gehl practice is to comber for dead load deflection, 1 1, Plate type, Size, orientation and locaticn dimensions indicateal are minimum plating (equirerrients, 2. 1, Aber used shall be of the species and Size, and in all ieSpeCfS, equal to or better t',Cin MOT specified 13 Tolo chords nlust be sheotheal or puriins provided of spacing indicated on design 14 Bottom chords require loterai proorg of 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 15 Connections not Shown are the responsibility of others, 16 Do not cut or alter truss member or plate VAt"cuf prior al of or, engineer. 17 ir`.SfCil and load VerTIC011V Unless [ndiC0feaDtherwse 18, Useof green or treated lurnber may pose unacceptable environmental, hearthor performanCe risks. Consult with project engineer before use 19. 'Review all portions of this design (front, back, words and pictures) before use Reviewing pictures alone is not sufficient, 20 Design assumes manufacture in accordance with ANSI/TPI I Quality Criteria DEARING HEIGHT 5GHEDILE Ii L NOTES: REFER TO H!B q' (RE(,"AENDATiONS FOR H&NI)LINL NSTALL TION AND TEMPORARY BKAGINc-) RE; ER TO E'Y(N EREP DRACNG5 ^OR PERMAN°NT i 5RACM F10U!!2E0. Z) AL! TRU55 5 {)JC) MU6NG , RU55E5 ELVERTELYVALLEYAMUKjMVST6ECOMPLETELY j ( PFbKED OR REFER 70 DE !A{L Y!?5 FOR I ALTERNATE 6RACfi, R QU!RFMFNTS09 III ( 3.) ALL. VALL`_Y5 ARE TO Bc 40 VY=NTIONALLY FRAMED BY BUILD- cR09 . 4.) ALL TKU55E5 ARE DES1 NED FOR 2' a.c. E MAX!" SPALI!%. Ltt E55 OTHERWISE NOTED 5.) ALL WALLS SHOWN ON PLACEMENT E I PLAN ARE CON5I0ERED TO BE LOAD r ! @ BEARING. V)LE55 OTHERWISE NOTED. i m i J 6.) 5Y42 TRU55E5 W.)5T BE WSTAU ED WITH THE TOP BEING UP, 7.) ALL ROOF TFV511 HAWER5 TO BE 5IMP50N FLOOR UMEt, OT4EXW15E NOTED ALL i 9 ( ( Hl TRU55 HANGERS TO BE ' l]W N A422 LPICE55 OTHERWISE NOTED. 5.) 5EAMMEADEFfLINTEL (HP?) TO BE FORNi51HED 6Y BUILDER. 51101' DRAWING AP?ROVAL THIS LAYOUT F, THE 5AE 6"CE FOR FABRICATION OF iR!fi5£9 At17 YOiiS ALL PREY't!A6 AR„bieGisXtAE OR OTHER ik"s! A"OU?5. REVIEW AT AMOVAL OF TH5 LAYOUT M16T i 5£ RcCE1VED 5Ef(>RE ANY Ta?; ',E5WE BE NIT VERIFY ALL COW!TIOJ9 TO iN9J9f MAMI CVAWES THAT WILL REN.JLT UN EXTRA G ISB 10 YOU. 2 Builders 5I ; - _ ( _ . Firs#Source Orlando PHONE- 407-551-2100 FAX -07-651-7111 1 Plant City PHONE: 813-75q-5g51 FAX 013-752-1532 ti J Ashton Woods 1981 Ophelia T LLCMADM55. REFISItAI WP0232 AI NTH 9A1f. 9fA>W 7. )- 10/19117 Josh City of Sanford Building and Fire Prevention 4 tjo Product Approval Specification Form 1 4 o0 Of Permit # .: x. Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding THERMA TRU MI WINDOWS & DOORS FIBER CLASSIC ____ 420 T_FL15o36-R2 FL15332-R4 Sectional nAI TnN 5120/6100/9100#0230 FL9174-R12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category! Subcategory Manufacturer Product Florida Approval # Description inc7ludi bimal 3. Panel Walls Sidin Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofin Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla rmentS TAMKQ BUILDING PRODUCTS INC UNQERLAYMENTS 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 Roofe _inch Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels RoofVents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category 1,Subcategory Manufacturer Product Description Florida roApp Val #: include':dec irmrt,41',," 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms HIGH Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name t Please Print) June 2014 3 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approval USER: Public Userdr Product Approval M= > Product or Aoolicatigft Search > Aoolicatioa 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 Authorized 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15036 f n f 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1 /3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 10/16/2017 10/16/2017 10/19/2017 12/12/2017 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.31 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 j d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any I. ClassicCraft Fiberglass Door' e HVHZ: Yes Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.Ddf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configurations Installation Instructions 03 1?Z—LI (a) in st 1S¢"§ ,R f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions f lSp36 R,2 II (a) Inst 15036.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact' Opaque Double Fiberglass Door Outswing / Inswing (XX) Configuration Installation Instructions f Verified By: Lyndon F. Schmidt, R.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FLIS036 R2 11 (a) Inst 15036,S.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 8'0 "Nan -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions Verified By: Lyndon F. Schmidt,: P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes https://www.floridabuilcFing.6-rg/pe7pr_app_ I ffaNIM-1 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) In5t 15036.7.pdf 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 FLIS036 R2 AE (a) Eval 15036.7.Ddf 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 I Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (e)Iq$ p 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 j FL15036 RZ AE (a) Eval 15036.8.odf additional use limitations, installation instructions and product j Created by Independent Third Party: Yes particulars. 15036.9 + i. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15QJ6 R? I1_(4) Inst 15036.9.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1503. A v Created by Independent Third Party: Yes 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 L15036 R2 11 (a Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.10.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. j Contact Us :: 2kQ1 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 Start of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please click here . Product Approval Accepts: p 12 Credit Card Safe https://vwvw.floridabuilding.org/pr/pr_app_dtl,aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.Q. Box 230 Valrico, Ft. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cetti6cate 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 f Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No, FL 15036.6 3, Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) 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, 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 t ttgyttttt Signed & Sealed bvtt C 'a Lyndon F. Schmidt, P.E_ 4 " t+".. p/ryy m t S`i ; ;"i'' i a",f Lyndon F. Schmidt, P.E. y" FL PE No. 43409 Sheet 1 of 1 IHERMAITRU' DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON-IMPACTr' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ'requiring wind borne debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizcntol cross sections 4 vertical cross sections 5 Buck and frome anchoring - 2X buck mosonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of Materials & Components 37.5' MAX. OVERALL WIDTH z z 3 3 z S 0 M _ m 0 x x w e w w 0 0 d X. f b a -dP I I i SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 A z F:O V, : A tilt it z ti m vN.:Z o v oia j o E v° z s:,ue. N. T. S. o-G 6. JK c-. a LFS FL-15036.6 SHEET t or 7 Exlma 42 =A tz- 6@q00 k f E INTERIOR ® !/\ §\! j HORIZONTAL J7!£ca 2!0 szmt 2 . )! DOOR E WIDTH rgER o INTERIOR )} { wr - -\ /\ 7 ` 3 ,: z 22 a ., ! e PA1,111 e. e _m OAK (SG - &y ) e 24SCAL_ 2 4mc [J2!!n N: v:y _ owl X CHK \ L \ FL- a +, la 2«7 $ 9 LL i 4 4 EMB. [ YP.I C20 sit Q c 8 k € ! o a oz< Z U j o' 0 9m0W 21 INTERIOR 7 1 g "+ m' co a` m a` F i 2 3 3 Ii! 3 17 ao a EXTERIOR 10 H t0 C, o o C 3 HORIZONTAL CROSS SECTION i-1/4"MIN. 3 Shown w/1Xsub-buck I-I/4"MIN. - I o EMB. (FXP.) j--Jl 3 4 $ EMB. (TYP.I o s 4 4 4 U ai n) 0.15' I C'SINK SIIpV).(TYP.) I t1 l` 1 20 b o oNN y !tn o84Q l ( 7 INTERIOR INTERIOR o o22 a y i t EXTERIOR 10 EXTERIOR K t 10 ° osae 02/24/12 L 27 9 8 scue N.F.S. C E owc. Br: E cNK. By LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DRAWNG vo.. Outsw ng shown - nsw ng 3 Outswing shaven - inswing FL-15036.6 also oPixoved also aPP o sNtc 3 7 0 Can tA': z Nt : 0 o m p I//// T• l\\ z O Ci 0 CE O omOU z J VVV m a If i L i EXTERIOR INTERIOR = w 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 4 Outswing configuration 4 Outsmng confifigaurat on see general no es, sheet i see general notes, sheet t for "HVHr Water Infiltration for "HVHr Water infiltration requirements requirements LE: N.T.S. BY: dx er. LFS WNG .G.: FL-15036.6 a of 7 MASONF OPENIN( 2X BU0 C --1 e f I Q Q N Cf BUCK ANCHORING For DP <= 48 PSF STRIKE JAMB 1 MASONRY OPENING FRAME 2X BUCK 6" t- TYP. HEAD JAMBS 1 f FO t MASONR344OPENIN( 1 to t 2X BUCK 16 FRAME ANCHORING HiNGEJAMB Mosonry 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 mortar joints. 2 Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3, Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MiN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE. TO ADJACENT ANCHOR ITIN aD 1(a" 1-t/a" 2" a" TAPCON ELCO 1/a" t•1(a" 1" 4" ULTRACON i. moinfoin a mnimm 5/8" edge distance, t • end d stance, 3 1 • o.c. spacang of wood screws to prevent the sprOting or wood. OI• O G ..j.y M U4,:2w4 O om c o 4( M z d m o rrr rrt it o z o zazciEaarnnp d O d sca 0. wa:am MASONRY TYP. HEAD J c z° OPENING - & JAMBS T c a t O FRAME V c u a o 9 zopaz LI j < U 2X2X BUCK, m It a c. BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH 3 DEADSOLTDETAiL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL LE: N. T.S. a: JK c. av: LF5 MNC Np.: FL- 75035.5 E' s or 7 i — p' ©- oZ .•` F `fin i ' L . omm O H m ido< MASONRY _ _ TYP. HEAD — MASONRY TYP. HEAD P E rn o m° o 6 OPENING & JAMBS -- j OPENING JAMBS — N a m ,),) j o t mamaau 00 p —- z a 3 VC 41 fr> ' z V FRAME — ^ u mo FRAME Uo j - O o i N ¢ can z z 2 RZ L < w0 C iG IXBUCK IX BUCK °o F — of a TYP. TYP. ( } SILL { — ( SILL — r m3m N cV i U7 f ww O foo STRIKE JAMB FRAME ANCHORING HINGE JAMB FRAME ANCHORING Masonryy i X buck construction Z8 Masonry I X buck construction For OP <= 4B PSF For DP > 4B PSF and o a CONCRETE ANCHOR NOTES: G DP <= 75 PSF t. Concrete anchor locations at the comers may be adjusted to maintain the min. Z edge distance to mortarjolnts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to Q maintain the min, edge distance to mortar joints, additional concrete anchors " may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. H _ m z3. Concrete anchor table: T: 02/24/12 TYPE SIZE EMBEDMENT i0 MASONRY i scuE. N.T.S. o DwG. sr. JK m Ow, sY: LFS 3 au» 7 G a. WOOD SCREW INSTALLATION NOTES: FL— 15036.6 ra t. Maintain a minimum 51T edge distance. I" end distance, & l"o.c. spacing of LATCH 3 DEAD80Li DETAIL HINGE DETAIL w wood screws to prevent the splitting of wood. s+ EEr 6 or 7 ANCHOR ANCHOR .MIN. MIN. CLEARANCE MIN. CLEARANCE EDGE ITW s 4" 0. BILL OF MATERIALS z 6F ErnWi y Ell rrrr* t t 0 N m z r-"— i ri o 2.36"-.—.--j o o v i d im a w00. 19 10 HEAD d SIDEJamb V w E0oZ v 3 2.20' — i att L k Eg m a BUMP FACE THRESHOLD LOW FROFILE31 o a o m o a a' m mi f 0 ofL of o 33 SELF ADJUSTING SADDIf TMREHOCD 4.56" 00Ij 2.36" --- I - w rIo z wre 02/24/12 SCALE: N.T.S. D.C. BY: JK39HIGHWATERDAMTHRESHOLD CHK. BY: LFS ORAWWG NO.: FL-15036.6 SHEET 7 OF 7 ITEM DESCRIPTION MATERIAL A f X BUCK SG >= d.55 WOOD B 2X BUCK SG >= 0.55 W000 C MAX. 1 /4"SHIM SPACE WOOD D f!4" X 2-3/4" PfN ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACf30} OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F f /4" X f -3/4" !TW CONCRETE SCREW STEEL G 3! f b" X 3-f (4" PFH 4TYJ CONCRETE SCREW STEEL H 1(4" x 3-1 /4" PFH R1N CONCRETE SCREW STEEL I X 2-1 /4" PFH fTW CONCRETE SCREW STEEL J 4" X 3-3/4'PFH ITW CONCRETE SCREW STEEL K I0 X 7' PFH WOOD SCREW STEEL L 8 X 2-}/7' PFH WOOD SCREW I.}S' MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HENGE .09T' THK. STEEL 0 f 0 X 3/4" PFH WOOD SCREW (HINGE TO FRAME] STEEL l7 KWIKSEZ PASSAGE LOCK - SIGNATURE SERIES STEEL 19 HEADER JAMB (PINE) SG>=0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 2} KWfKSET 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 4f iDOOYIELD STRENGTH Fy (MIN.) ER 6.000 Si THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE c O p_ N O N lt1 0) r` a> y N E m W uj O W W W W W a M o co a a wn an a a a m T mE D M o c L Via: o @m a aaa-a'icaaiaa)i-06p o o c) C En o 0. ui 3a g 0 co 0 o osar E c E L d c m m m °' E3 E C CU v} T L v3 CL o v ac to a c m— 3 ar i n o a`+ cci i Li J O i V C c yy p y rn w fry 0 S LL d Wc W LO-. a a 3 0 c 0arMZ 1T LL c U- c W d J> 06 It 06 LL. L c L a ar •6 c -0 c 0 c E 3` Em ar 0 ca ui0 CL T 0 c as o c a oa ca0.-0a-a0 7 °m o 0 c o c c c a c a o0E va me inJ 7505'>us us Y ca°i c m E o o amp c ° 2 p o a= Z v f9 y ar E m= r A v m (a% a mE c a air CL 0' w a 0 ' a 0m omo ri a o a.0 a E C m co a' o p o c N) u> ar c cUoocoo m U 0 C p L N m N aY a7 occam 0 3 c o J `s m m ca U O w C O aciOv L 0 0 0 J W W Kid O L° D W W s 3 c c a> F- aUi J 0) 0) vi c o c ai ti a N o 2 c Oa c m 0 aa)iE° t0 a) d- m ff c CnIta) 0 c mE oovco N a> mN ' 0 m m M o_U O N FF 4)i Faa) nOd W WFF r p c • c o cv E a• C. c ay m>' 0 UZammCL 0 N W d a) 0..LO.. ( J O 3t 4} Y W 00 E •- c L a) W L m a a -0 n a E C C U) h O C3 U ' a. O a> Qy U a) 0) cU a) C OCl) Cl) d d U U a cb G7 i, n pm a oots fVL' o o c cw VV ' r C 4 m E L C O a fl U) a vi m in N 0 m a @ E M O M n U U C 'O E o c U N 0 N Q CO v) c U W C O C 'C 0) cc N d ui V) RS 0 O> O CL C C '0 00) - LL j m = 0 C' 0 0 a 0 0 .D m Ui d U a7 E 0 o a 06 o 0 CL = m 5 o Y o COaaa) cmwmddm iy 0 E c e a s lJCLc° p E a o _v E n rn rn rn rn m m ° ° d m ca cu 0) m a) U C C CO N c a 0) Lm M 6My1 N C 0 UCL Q N O)dv) UVr! O CO Oa oCL N n c c v N a)00rncob rn rn C rnrnrn° 0 a) CO CO QO@(n a) U O = U Y0 aC'j N 00 (a m ar a0000 s.. FEZV — co 0 _ O C m (0 m a W m N C 3 C 2 c2NNNN m m m pp O CO U cca Uac O 3 E c mo OO n c ct° a> yFFFFFFF( n(/ 300 m y a 6m aci H E na n a n 0 o O. as, - 05 v ywooOwOwdddd F dddddddFFFF0- S T wu. Q'J a> owm v: Em oo U m.3mo N No as as°od C a¢ O L Ct .` Uo a) O i 2 wau'> U c a) c N c m= m oc mc p. o E O 0 n s> c O Mo U U co U N o w a)> m L c°i O ( 6 co - r. m CD 00 07 U7 m . a om a m aX n Orn v, u1 m a> rn S y is p rm E o Q Q o o rn m° o t (n c C in ° o aC w u, OC u . c E 0 C U rn O Oi O m LL U Z CO 0 ry i M V h- U m a i a. C Oi F d E a3 'C U V oonC O n' o, aci C« O C .( RT c°i acres d? M O '' Cl) 4 ° M Cl) O fi3N O= w c v} O a- M C. O M C 0 N O C U oo tia0Z(an ° Cl) EW U p O C aim C V U= m = X C Cry yt N G 4• V W u .- (f7 ({SCUa) d Ct yr O a - 0 = Y C LL C U N y . C_ U p Q- G7 J U) (0 0 ' = Off •— u- L cotom. m : 3 — V d d O O 41 mV! = a O al a) !n v} L> L .- n j 3 w a) N J J N U F •— UUJ JmOFccC CL d m U Wp pV F.cLl O> Y i 2LLV) 200 c 2 n. n F MW— 3 FW— U d W W FHa ZU < < 0 0 > E 3 V M 7 tti (CS t- 0 6> n CW M •t 5 M C 9 Classic -Craft, FIBERGLASS DOOR W/ S DEL TE INSWING / OUTSWING NON -IMPACT`` GENERAL NOTES I. This product has been evaluated and is in compliance with the 61h Edition (2017( Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT'this product is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the 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. Outsw'ing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHT') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edge of conoov or overhand to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite pone) details & Glazing 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 - I X buck masonry construction 9 Big of Materials & Components 53.13" MAX. OVERALL WIDTH------ I j i Z Z O O Ow - x = f Z a w O x b a v I I t SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUTSURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 3.13" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 5113" x 96.5" 47.0 47.0 60.0 N. T. S. By: JK sr. LFS tw NG NO.: FL-15036.7 I _L OF 9 3 0 a0 0 Z Q E 41 `• EXTERIOR = U 6 cz LfLL j i i I /ttft Itt a 0 x Z • INTERIOR 46 0 8 ug 8 m oa o t " HORIZONTAL CROSS SECTION om E. o° c Z XT MAX. O c a t-- DOOR — PANEL WIDTH b EXTERIOR INTERIOR®® wc w 4.11 a o 7 3(r J j a o 1.48" z jI> g s _ 1 L u Q 2 as TOP RAIL a3 tATCM STELE o 0 N N N NZ a W aw O 41 1 1.49" CL 0-130' au DOOR PANELClamcrW- a NOTE: WOOD DOOR COMPONENTS: OAK (SG >= U7) I OT— D.?e. 02124 72 SCAU: N. T. S. to N(N6E STfIE as fwTTOM RAft r 2 VERTICAL CROSS SECTION DwG. Br: JK 2 CNK. BY: LFS DRAWNG No- FL— 15036.7 SNEE _L OF O t 3.7 PANE 7. D.l SO SIDE(1TE PANEL NOTE: WOOD SOWTE COMPONENTS: PINE (SG - 0.421 NOTE: 1. Spacing for item # 18 & #29 (lite frame screws) is as follows: From the bottom up on sides: &Y, with 7j more spaced at 9.88" o.c. there are (21 screws both top and bottom 2.13" in from each Corner. EXTERIOR INFERIOR IORIZONTAL CROSS SECTION c r_i scc MIN. M THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8- TEMPERED GLASS INTERIOR 1.08" r i--1.53" - S 1 I DELITE TOP d BTM. of Gi GLAZING DETklC5insulatedglassW/ pvc rite frame t C._LLLG, 1 1.53' --i SI SIDE[f ESTILE MIN. SS THK, I/8" TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS EXTERIOR Z•. G!rn 0 mu n u N 51 0o Zo= Ny o & o gm oaa Nn d cm n cc$ w maa tvlt\ 0 E Co C ez 3'a INTERIOR 2 VERTICAL CROSS SECTION 3 DATE. 02124112 SC -LE: N. T. S. DWG. eY: JK GHK. BY: LFS FL-15036.7 SKET 3 OF 4 A 1-14-MIN. EMB. (TYP.) SEE NOTE i SEE NOTE I ID INTERIOR id EXTERIOR 0 15" C'S-INK TYP.) 6' HORIZONTAL CROSS SECTION 4 0. ng shown - inswing also approved r5 V 4 3 r3V 4 INTERIOR EXTERIOR NOTE: 20 0.15' 1. The sidelite is direct set into the 20 CSINK jamb ,-Ath (12) item #M (#8 X 7' TYP.) PFH wood screw). There are (4) at each vertical iamb from the top down at 13.5". 3 1". 48.5" & 66". 44X EXTERIOR HORIZONTAL CROSS SECTION Outswing configuration SEE NOTE I 0.15' CSINK TYP-) INTERIOR 4'HORIZONTAL CROSS SECTION Q Inswing configuration 1-1/4"MIN INTER EXTEF HORIZONTAL CROSS SECTION 4Shown w/IX sub -buck INTERIOR EXTERIOR J ) HORIZONTAL C9033 SECTION Outswing shown . inswing also approved Z AV SIR e - 0. zLi Z 0 0 W a CD a: 0. C oy - ' z E , Cl: nKj 0, 0z 01 ot, 0 0 EMB. ( TYP.) WE 02124112 SCALE; N.T.S. DWG. Ery: JK CHK. OY: LFS DRAWING NO,: FL- 15036.7 SHM 4 V rc 11 1 VERTICAL CROSS SECTION Outswing shwon - inswing also approved see general notes, sheet I for "HVHT' water infiltration requirements 61 62 EXTERIOR INTERIOR 4 VERACAC CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements 4 INTERIOR " EXTERIOR 61i 62 2 VERTICAL CROSS SECTION Shown w/l X sub -buck 60 W EXTERIOR INTERIOR see general noses, sheet 1 for "HVHT' water infiltration requirements dii 6 @: a am JJ Jf * mtt 0 roryr Z It o a a oZc c4i c°n n o 4 t m z i m e 0d o DATE: 02 24112 SCALE- N.T.S. DWG. BY: JK CW SY: LFS FL-15036.7 SHEET 5 Or Y 9 ° a a • o P° a0 50 Mz SEE NOTE I V INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswng shown • inswing also appfoved INTERIOR EXTERIOR SEE NOTE I (M , / EXTERIOR SEE NOTE I C 71 z Q J to zC- d 19 mN t 3 VERTICAL CROSS SECTION 6 Outswing configuration INTRInk) VERTICAL CROSS SECTION_ 6 Outswing configuration SEE NOTE I n2 iOnz m ll Occo N ppp° o w N (LGm6E. 7m a a o r E o°z c Li INTERIOR -" W"" EXTERIOR 2 VERTICAL CROSS SECTION o z 6 Shown w(IXsub-buck Q p QUc m NOTE: 1. A"chars ass'v thru head and u Sill at a" in from each corner end. u `` md xl aala VERTICAL CROSS SECTION Inswing confguration E=02124112 E: N.T.S. By JK er: LFS ww .0 FL-75036.7 e —L pE 9 a MASONRY J TYP. HEAD OPENING & JAMBS 2X BUCK L 7-7 MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING 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 mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MiN. MIN. CLEARANCE MiN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a 1/4" 1-1/4" 2" 4" TAPCON ELCO ® 1/4" 1.1/4„ 1" 4" ULTRACON ITW . 3/16" 1•1/4" 3" 1•i/2" TAPCON W()VU J(..KtVV INJrALLAUUN INUM)o 1. Maintain a minimum 518"edge distance, I"end distance, & i"o.c. spacing of wood screws to prevent the splitting of wood. SEE DETAIL i MASONRY J TYP. HEAD - OPENING JAMBS y } TYP. - FRAME t 2X BUCK, F SILL STRIKE JAMB LATCH d DEADBOLT DETAIL r r SEE DETAIL 2 FRAME ANCHORING HINGE JAMB Masonry 2X buck construction L 63 OUTSWING 64 INSWING 63 DETAIL I DETAIL I Attach surface bolt Attach surface bolt strike plate to frome strike plate to frame DUTSWING as shown (Outswing) as shown (Inswing) INSWING 65 66 64 oik 63 63 DETAIL 2 DETAit 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswingj (Inswing) N Q Z i t/' z C N F N 01 I/ I I t tt\ =o t om Z ooi .. oilzm a N cc WSnrtj aLm8wmanI o cZ cW HINGE DETAIL E:02124112 LE: N. T. S. BY: JK er: LFS ANG NO.: FL-15036.7 Er 7 OF 9 MASONRY OPENING LATCH t DEADBOLT DETAIL FRAME IX BUCK SEE DETAIL 2 DETAIL 1 STRIKE JAMB HINGE JAMB Attach surface bolt FRAME ANCHORING stoke plate to frame CONCRETE ANCHOR NOTES: Masonry i X buck construction as shown (Outsw€ng) I. Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortarjoints. 6S 66 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 1maintainthemin. edge distance to mortarjoints, additional concrete anchors l may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: Y ANCHOR ANCHOR MIN. MIN.. CLEARANCE MIN. CLEARANCE TYPE SiZE EMBEDMENT TO EDGE Y iQ ADJACENT r EDGE RANCHORANCCHO 63 lTW e i 4" 1.1/4" 2" 4" TAPCON TAP ONE 3fl6" 1.1/4" Attachsurfacebolt WOOD SCREW INSTALLATION NOTES: stoke plate at the threshold 1. Maintain a minimum 5/8" edge distance, t"end distance, 8 1"o.c. spacing of Outswing( wood screws to prevent the splitting of wood. m o 4.0 Z0 a 1. Z fffltly(• lt m zt0n 0 x zo o cs cw U NEcnn 5a4c°mdwmaae a 6 X. E oZ nK 4 Y zb, O XJ 0 C Q5 V ZZ o OU WV w U m N az Q W0 C O HINGE DETAIL 63 64 DETAIL i Attach surface bolt strike plate to trome as shown (Inswing] 64 i 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) 0 a WE 02124112 SCa E N. T. S. D-G. BY: JK CHIC BY: LFS aRawrnG Ho.: FL-15036.7 SHEET FS Cr S BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1!4"INTERCEPT SPACER STEEL C MAX. 1(4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4"PFH ELCd CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1(4" X 1-3l4" ITW CONCRETE SCREW STEEL 24 8-10 X 1-t (7' PLASCREW STEEL H 1 /4" x 3-i /4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. !WOOD I 4" X 2-1(4"PFH fTW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J i /4" X 3-3(4"PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 0 X T PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-i /2" PFH WOOD SCREW }.}5"MEN. EMBEDMENT STEEL 4p CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X T PFH WOOD SCREW STEEL 41 DOOR SKIN:.t 2S' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.} = 6,000 PSI FIBERGLASS N 4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 7 SNORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4"HINGE .097"THK. STEEL 44 HINGE STILE WOOD 0 0 X 3/4" PFH WOOD SCREW (HINGE TO FRAME] STEEL 45 BOTTOM RAIL COMP. 11 3/8" X 3!8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.4 ibs. DENSITY) POLYURETHANE 14 i" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD l7 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 i /T SURFACE BOLT SPACER STEEL i8 6-IS X i-3l4"PFH SCREW STEEL 61 IVES SURFACE BOLT #4548.0" L. X .25' THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1(4-20 SEX BOLT W( I (4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 2} KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 0 X 2-i/2" PFH SCREW STEEL 22 8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1(4"PFH ITW CONCRETE SCREW STEEL a.sb"--------i 66 3/i b" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3(16" X 3-3(4" PFH ITW CONCRETE SCREW STEEL r oy•-= Q 4 h o omt1'' 'o < 111r* pv ttr:onmz Z q U Q Z U Em o m o J N = n c ma man w o cZ gcc a co Q oJ Q2 Q- w w oC, A b Q b 0 0izl a al a E O 4 m z c i z" V I i T i N N 2.20" N ^ 1 l j r 1 I k III oio2.36" 19 20 HEAD d SIDE I 0- CL Jamb OUTSWING SIDELRE 31 BUMP fACE THRESHOLD LOW PROFILE 2.59" .—_' 16 Spoc I W Z 36. ,_1 1.68" - - 2.1C - !.6$" ---I I s.7s° N z I ry M I y i vim,,—E:02124112 o a f L scuE: N.T.S. 0.53" -i (- --i -- .53" L awc. e , JK CHK. 8': LFS 39 HfGH WATER DAM iHRESHOCD Y3 S STIC UP UiE FRAME lS INspocLNG SIDELRE 26 LASpC UP U E FRAME gS SELF ADJUSTfNG SADD[f THREHOID F T 503fi. 7 SHEET 9 of 9 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico, FL 33595 Phone 813.659.9197 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 Qr. 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 #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 6750&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, R.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc, 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) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) o:. , µSigned kyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products kR within a quality assurance program that complies with ISO/lEC 17020 and y Lyndon F. Schmidt, P.E. FL PE No. 43409 Guide 53. 10/1612017 Sheet 1 of 1 THERMAITRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT` GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2)K buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidefites meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the •'HVHZ") only in non-habitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations. design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glaring detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of Materials & Components 68.5" MAX. OVERALL WIDTH - 1 i z 3 z o ca w MY w = f w oac x af b a d i 1 d SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE - BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5" x 980' 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 60.0 A. J rn F' 00urgy az o rnom z z oza Ern 0 m u au+ did oa o a m Q d m s Li 0z 3a Li o wzx aQo tvr w but J ?U 5 a WJ w W V) wat: I a v of w ao!I a a:2 24f12 a[: N.T.S. BY, JK e: LFS llt'INE NO.: FL-15036.8 IT I OF 9 EXTERIOR LIE, 404 INTERIOR KT'N HORIZONTAL CROSS SECTION 36.0'MAX. 2 DOOR PANEL WIDTH 2 4.11" X, z o 00 o cl! 1.49" 40DOOR PANEL cl: NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67) T— z cm Z 0 0r, ova v 0 0 z0zI . E. — 0r M (L (L CZ INTERIOR 2 VERTICAL CROSS SECTION DATE: 0212411 SCREE: N. T. S. Dwc, 81 X cw. ey, YS DRAG .0. FL-15036.6 SWEET 2 OF _9 13.7. PANE 7. D.L 50 SIDELlTE PANEC NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG n 0.42) NOTE: 1. Spacing for item # 18 S #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 2AT in from each corner. EXTERIOR INTERIOR ORIZONTAL CROSS SECTION C'(I ACC MIN. SS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE I(8" TEMPERED GLASS INTERIOR zo 51 SIDEUTE TOP d BTM. Rad GT GLAZMG DETAIL5insulatedglassw/ pvc lite frame Sao -•- 1.08" f 52 SIDELfTE STILE MIN. SS THK TEMPERED GLASS EXTERIOR AIR SPACF 1/8" TEMPERED GLASS m a N .. S1 c 0oxzd n Em zmoo Nf Q oLmartt° a: a u. 8 v o ci o° P'-1 INTERIOR 2 VERTICAL CROSS SECTION 3 ova T, 02 24 12 i 6..E: N.T.S. r s. EY: JK ° e. LFS n FL-15036.8 ET 3 of 9 la V I I I/C MIN. EMB. (TYP.j lr o 50 M 5 SEE NOTE i SEE NOTE i INTERIOR d ® ® INTERIOR 21 0 3 4 EXTERIOR 4 EXTERIOR 4 ru a 0.15" C`SINK 17 TYP.} LC. 1 HORIZONTAL CROSS SECTION h 4 Outswing shown - inswing 5 4 3alsoapproved 6 6 6 0.15" 0.15" to ( 11 CSINK C'SINK TYP) (TYP) 1 I I OM SEE NOTE iY INTERIOR EXTERIOR 10 v 12 SEENOTi 27 9 10 t 2 ` HORIZONTAL CROSS SECTION 3 HOR/ZONTA! CROSS SECTION 4 Outswing configuration 4 Outsw ng configuration 1.1 r V W W 6 HORIZONTAL CROSS SECTION 4 Shown w/IX sub -buck NOTE: 1 . The sidelife is direct set into the jamb with (12) item #M (#8 X 7• PFti wood screw). There ore (4) at each vertical jamb from the fop down of 13.5", 31`, 48.5' & 66'. XTER101 02124112 ITERIOR TO 12 Y14 11 SCAU= N.T.S. MG. BY. JK 9 LMK, BY: LFS HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4 Inswing configuration 4 Inswing configuration FL-15036.8 sHE 4 ; 9 61MEN rLt'o---L 62 6 3' ON 19 z a: INTERIEXTERIOR requkements requvements Y3p -P z z gq 'o 2 z o0 1 o - 0zo -i 00w. Z 6 L I Cz0E 7 vaCi 8 J a tE N.T.S. BY: JK ey LFS FL— 15036.8 v 5 of 9 M `-za O SEE NOTE I INTERIOR EXTERIO i VERTICAL CROSS SECTION 6 putsw ng shown - inswing otso op roved tj INTERIOR EXTERIOR y SEE NOTE 1 t 50 EXTERIOR SEE NOTE I C 1 mfw Nd is 14 t N Ew L a a , " a c c ' 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration a y e 1_d/ SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/lXsub-buck 4. U': dam J g O ,orn gam. z ma n °' z V a Zd m ao V\\ N o on J C W t o t O BE c dcZym K Jd NOTE: 1. Anchors ass'y thru head and sill at a" in from each corner end. 4'\ VERTICAL CROSS SECTION 6 Inswing configuration E:02124112 a.E: N.T.S. e+: JK a LFS wwC NO.: FL-15036.8 4" 4J-7 3" SEE DETAIL 1 O TYP. HEAD & MASONRY J TYP. HEAD ! MASONRY J JAMBS OPENING JAMBS OPENING SEE NOTE I i MULLION SHOWN FOR X N FRAME M TYP. t? 02XBUCK REFERENCE s ! O i ONLY v j O 2XBUCKI TYP. CjSILL BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: i. Concrete anchor iocations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY 70 ADJACENT EDGE ANCHOR IT4Y ® 1/4" 1.1/4" 2" 4" TAPCON ELCO 1/4" 1-1/4" 1" 4" ULTRACON ITIN 3/16" 1.1/4" TAPCON WOOD SCREW IN5IALLAIIUN NUIEb: 1. Maintain a minimum 5/8" edge distance, i"end distance, & i"o.c. spacing of wood screws to prevent the splitting of wood. LATCH 6 DEADSOLT DETAIL SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction i o OUTSWING 63 INSWING DETAIL i Attach surface bolt strike plate to frame as shown (Outswing) OUTSWING 65 66 I INSWING 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 1 HINGE JAMB 63 I 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 f 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) 01 g 1 Q, y rrrr t ttt z 6 m 6 O n- zm z ozu o'io N mac°w E nn Oza a t ma:a.a e 0z o Wc93d xN p 0 cC zo w CO Q a j O YY a Mm a HINGE DETAIL pG o N Z E-fa2/24/,z LE: N.T.S. c BY, JK a BY: LFS 3 WI. N6.: n FL-15036.8 ET 7 or 9 3 r 4.. II I II SEE DETAIL I f TYP. HEAD & JAMBS MASONRY TI $ I OPENING FRAME IX BUCK 3 --1` CII Illl TYP. SILL 1 I f I 1 SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I X buck construction t. Concrete anctror tocofions of the comers may be adjusted to maintain the min, edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortorjoints, additional concrete anchors may be required to enswe the"MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE 5fIE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR tTW 1/" 4 I-I/4" 2" d" TAPCON ITW TAPCONV 3/16" 1-1/4" 3" rvwv a,r<crr nv>inc nnvry rvvrca. I. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 110 HINGE JAMB Eel cv'w LATCH & DEADBOLT DETAIL 67 7i 63 DETAIL I Attach surface bolt strike plate to frame as shown (Outswing( 65 66 0 7 i 63 3 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) tT? dZ o Y"' o o .. o ! ox Z eot z moo u.a'J d 0 4 0 og E. v° z O 8 3`d FtIRGE'DETAIC 63 44 i DETAIL I Attach surface bolt strike plate to frame as shown (Insw ng{ 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing( 55 i 0 v 2 Cc r:: 02 24112 ; Ls: N.T.S. e : JK a C er: LFS 3 1WWG NO.: U FL-15036.8 er BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION A I X BUCK SG >= O.SS WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 I!4"INTERCEPT SPACER STEEL C MAX. I (4" SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D I!4" X 2-3l4" PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 24 8-10 X 1-1 /7' PLASCREW STEEL f 1 /4" X 2-t /4"PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD J I /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K 10 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L 8 X 2-i (T PFH WOOD SCREW 1.1 S' MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 8 X T PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I (4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN; .125' MIN, THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFy (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 .097" THK STEEL 43 LATCH STILE WOOD 10 10 X 3(4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD t t 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 10 X i-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.91bs. DENSITY) POLYURETHANE l4 i" L. X .040" DEA. BRAD TRIM NAiI STEEL SO SfDELITE PANEL - SEE SfDELITE PANEL DETAILS SHEET FOR DETAILS 1S INSWING SIDE SPACER VCPVC Sl SfDELITE TOP &BOTTOM RAIL COMP. 6 OUTSWINGSIDELITESPACER PVC 52 SIDELIiESTILE WOOD 17 KWIKSEf PASSAGE LOCK -SIGNATURE SERIES STEEL 60 t/T SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4"PFH SCREW STEEL 61 IVES SURFACE BOLT #454 B.IT L X .25"THK. STEEL STEEL 19 HEADER JAMB (PINE] SG >= 0.42 WOOD 62 I(4-20 SEX BOLT W! i (4-20 FEMALE END X i-314" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE GOLF STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780 STEEL 64 1 PFH SCREW STEEL 22 i /8 THK. CELLULAR GLAZING TAPE 6S 3/16" X 2-t C MATERIAL i ° Cji rm Ia Y t: an Nixj i * ti.p om co, vs i •'••. J J o m mm O Z V 8 m O L O C W Y 5 zM E 4 E oz m yyo c c Q o, O o° a 0 e J ww v r <z m c- w w o a c; o j o, m 0 a CI E mi z° i U e h N O V z2.21Y' w{o O to !ffF- 2.12 --i o _L z u7 I T j o o o 2.36" —i I j l , l r 19 y0 HEAD t SIDE 4' lamb - Lz OUT WING SIDE LITE16 BUMP FACE THRESHOLD LOW PROFILE 4.56" — 2.59" — Spaces + z 2.36" --.-{ 5.75" Z I T { a+TL 02/24/12 iN ESCAIO 0%; E N. T.S. TELL awc. a*: JX m 0. 53" - CHK. e FS LlI ORkwn+L nb.: tt 39 HIGH WATER DAM THRESHOLD 23 PLASTIC UP WE FRAME 19 INSWING SIDELITE Y6 PLASTIC UP UTE FRAME n \ SELF ADJUSTING SADDLE THREHOLD FL- 15036.8 - SMC Space PVC + SHEET 9 Of 9 IX ITW R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813,659.9197 Flonda Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing 1 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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,Inc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) zvv> Lyndon F. Schmidt, P.E. Quality Assurance n 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. Lyndon F. Schmidt, P.E. FL PE No. 43409 10116/2017 Sheet 1 of 1 i' P Z f THERMAIiRU' DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT'` GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ' requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. inswing units shall be installed (in the "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 & general notes Door panel detailsFHorizontalcrosssections Vertical coss sections Buck anchoring Frame anchoring - 2X buck mosonry construction 7 Frame anchoring - I X buck masonry construction 8 Astragal details 9 r8ill of Moteriots & Components 74.5" OVERALL FRAME WIDTH a MAX. FA-1 FRI0 rrr tut • M r ; o1o= a Lid SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (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 DATE. 02/24/12 SCALE: N. T. S. DWG. eY. JK r"K. eY: LFS DR&WNG NO.: FL-15036.9 f A F EXTERIOR r owk S§ a co ff-jv. m' INTERIOR\\} Ini HORIZONTAL CROSS SECTION R I«# 0 mm PANEL WIDTH 2 2 Imo mmo 77 3 He e 2 i 1 49" mmWOOD DOOR COMPONENTS: OAK a0 Sc, 2 4mcc22!£ cON r02/24/12 SHEET :«s } 1 2 1-1l4"MIN. ; ' . •• n 4 4 EMS. (TYP.) 5., m 20 C A ;N05 $ 13 El 0 El i lll i[ t z o m o I a 1 Yl1 o w z f U c8 ^ Y Z zo 40 7 I} E- tw s21e d oa cs'aINTERIOR . v 3 6 0 3 2 3 a 3 G 17 3 } < a oO s C Z Ko 6 EXTERIOR 10 zw 9 10 4 Otit.. W v i 6061 4 HORIZONTAL CROSS SECTION a cs 1•1!4"MIN. 3 Shown w/I X sub -buck 1-I/4"MIN. u o EMS. (iYP.) I"— 3 4 S EMB. (TYP.) oC a e D E , i } C'SINK C'SINK -. F- 1 Gc TYP.)P•N L t jt iI Ikt N N tri o 7 (40) INTERIOR 7 INTERIORwow— lo zz i ••--t; I `O a i- a'_ o \ o LL n EXTERIOR 4 ` EXTERIOR 10 oz 10 10 13 10 ( wTe o2/2a/t2 Z 9 27 9 sCUF: N.T.S. E t E t Dwo. By JK o' cw, Br: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION caAwnc o. 3 Outsw ng shown - inswing 3 Outswng shown - inswing 3 J Oufsw ng shown - inswing FL- 15036.9 also app owed oEso app oved also oppraved 9 sin 3 OF 9 bv U3 19 -wa INTERIOR u 1 VERTICAL CROSS SECTION 4 Outsw ng st won • uv ng also approved see general nofes, sheet I for'HVHT water infdtrotion requirements st N atelliz u d y dQ a d 61 64 1 40 EXTERIOR INTERIOR INTERIOR EXTERIOR see general noses, sheet I for HVHP water infdtrafion requirements tie DO 1 rN n°z° a NeNg 6 m O O Cz E 0 8 3a SCAE: N.T.S. awc, ev: JK C-. er. LFS p{UwidG ll . FL—'r5D36.9 sHm 4 of 9 IN. 1 jj A" 4" z 4v Zt:fti Z z z C; 0 n z TYP. HEAD O0OZ 6C JAMBS 5 MASONRY OPENING 2 6 E 5 z A w, 3 0: Q z ASTRAGAL o Gj SHOWN FOR REFERENCE ONLY 2XBUCK -,, X 0: M 0 0 0 Z 9 CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners may be adjusted to maintain the min. SUCK ANCHORING edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 0 0ZTO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR OATE: 02124112 0, sckE N.T.S. ITINTAPCONg Q.G. eY: JK C, ey LFS ELCO1/ 4 4" ItDR4wtNG W.: T IULTRACON WOOD SCREW INSTALLATION NOTES: FL-15036.9 a 1. Mointain a m4*rvm 5/8• edge distance. !-end d6fwce. l"O.C. spacing Of SWEET __ 5_ OK 9 wood ew to prevent the sphttk g of wood, z z i 7.5"- 4 SEE DETAIL L MASONRY- 7TYP. HEAD OPENING g JAMBS i ASTRAGAL - SHOWN FOR FRAME - REFERENCE ONLY i 2X BUCK F SEE DETAIL SILL P. FRAME ANCHORING Masonry 2X buck construction for DP <= 46 PSF ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR MiN. MIN. CLEARANCE MIN. CLEARANCE SiZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHORFTAPCONt1/4" 1-1/4" 2 4" 3 16" 1.1/4" 3" 1.1/2" rvuuu ac.,rtcry uva rnunuvr• r.vmo. i. Maintain o minimum 5/6" edge distance, I"end distance, & I"o.c, spacing of wood screws to prevent the splitting of wood. d' q t ( es ( f00 L SEE DETAIL z 6 m o i. _ err I Ifs o n .z zoMASONRY ( i oTYP. HEAD OPENING _ - & JAMBS maam ASTRAGAL ` c I SHOWN FOR - E o° Z FRAME REFERENCE - 8a 1 ONLY _ < rip Zm0 2X BUCKS F SEE DETAIL TYP. N z SILL o 1 co w c»- o f 1 1 1 I I r r V 0q C Qf FRAME ANCHORING n n g HINGE IAMB " Masonry 2X buck construction for DP > 46 PSF and DP <= 60PSF 00 i m m L 2 63 y 9 0 I K N!N t 10 d 0 O 10 r 63 C 64 I a Q w` II + DETAIL I DETAIL i Z8 nIo Attach osharl/surface bolt Attach ostrogal/surface bolt strike plates to frame strike plates to frame L HINGE DETAIL as shown (Outswing) as shown (Inswing{ 4 z 63 65 66 64 Ala' o_ L o c c c-TE:02124112 i 27 s<xt. N.T.S. ` 63 DETAIL 2 DETAIL 2 s': LFS a F:L- Attach surface bolt Attach surface boltLATCHS DEADBOLTOETAfI 150364 n strike plate at the threshold strike plate at the threshold c Outswing( (Inswing( SHEET 6 or 9 " z z g i SEE DETAIL MASONRY TYP. HEAD OP JAMBS ASTRAGAL SHOWN FOR FRAME REFERENCE ONLY vo I BUCK SEE DETAIL TYP. — Z. Q SILL 1 i 1 f l ( I t t FRAME ANCHORING Masonry I X buck construction for DP <= 48 PSF MASONR OPENIN< I FRM I X BI LJ ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: i. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW 1/4" 1-1/4" 2" 4" TAPCONa ITW 3/16" 1.1/4" 3" 1•i/2" TAPCON wvvu ac,rttw rrvarr u.f+nvry rv rc: I. Maintain a minimum 5/8"edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 1 SEE DETAIL TYP. HEAD JAMBS ASTRAGAL - SHOWN FOR E REFERENCE 2ONLY _ ycfV CK SEE DETAIL —, TYP. i SILL — FRAME ANCHORING Masonry I X buck construction for DP > 48 PSF and G DP <= 6OPSF 2 6T 2 63 i i DETAIL i DETAIL i Attach astraggaal/surface bait Attach astragat/surfoce boil stoke Pig to frome stoke plate to home as shown (Outswing) as shown (inswing( 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stoke plate of the threshold strike plate at the threshold Outswing) (tnswing( t = V, N z' J+`` Zvi dmof n It 11 tls z0 n zo C Z Z a Ew g o w of Nw maa`m CC 0o yyCvv RE a J>`Q djo Z 7 z5 Ou KIM a z L W o W HINGE JAMB LATCH & DEADBOLT DETAIL E: 02/24/12 LE. N. T. S. er, JK ev: LFS 14 uo.: FL-15036.9 Er 7 or 9 o ca C U ° Z. Q h Z m UEmgo 7 m n a V 18.88 18.38 — ----jam— 20.63" -- 1 S.S' _ } 4.36 ---{ $ o i j cn O o 13 nP. g oy 13 TYR. TYPEat m Q' < iQ y 1 0( a 4. 5 3. 25' 3.25' i 0. 75" II - -1.91" w o SEE NOTE 1 3 lllJJi --- 0.06" ! 22 N N im h 6 I ASTRAGAL DETAIL o c NOTE: wrE: 02/24/12 z 1. THE ASTRAGAL BOLT HAS A S THROW AT THE TOP AND SME: N.T.S. 5 THE BOTTOM. owc. BY, JK m cu+ c. By, LFS 3 E OarWn+G NO., FL- 15036.9 0 S- EEr _L ov 9 N o 3 E z° s µ V a a39 T .N z° i it ll f 11ttt o 2.36" — r NEAD 6 51DE N 9 20 rnb owN 2.20 --j T j T{ 4.6S' 31 BUMP FACE THRESHOLD LOW PROFILE 5.75" J - 33 SELF ADJUSTING SADDLE 1HRE11010 4,56' 2.36" -- HIGH WATER DAM THRESHOLD Nc: cm Fin tt N tt`` z o m o on..z o v 0 xz z $ Ew -p o a h a c° a 9 4 a m a a a cz o wa r IY n io n a I W W m1 O o om a mo I j r. J mj jo 0NN V I 0o z w w o W h w z m R U aTE:02124112 i SCALE: N.T.S. owc. 8' JK ° cw. a : LFS 3 op1mwl NO" N FL-15036.9 0 N SWEET 9 or 9 O v BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 Wdao B 2X BUCK SG >= 0.55 WOOD C MAX. }/4"SHIM SPACE WOOD D 1(4" x 2-3l4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X t-3/4" ITW CONCRETE SCREW STEEL G 3/ib" X 3-t/4" PFH ITW CONCRETE SCREW STEEL H 1(4" x 3-1(4" PFH ITV'! CONCRETE SCREW STEEL I 4" X 2-i (4" PFH ITW CONCRETE SCREW STEEL J t (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 }.I S' MIN. EMBEDMENT} STEEL i HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4" HINGE .09T' THK. R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, Ft. 33595 Phone 81 3,659,9197 Florida Board of Professional Engineers Certificate of Audtoriuttion No, 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Nan -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 01 460336-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 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2.843-99 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 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) c Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA 49813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance a Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing productsx Lyndon F. Schmidt P.E. y within a quality assurance program that complies with ISO/IEC 17020 and- FL PE No. 43409 Guide 53. 10/16/2017 Sheet 1 of 1 o- a:w un. W1! 1 j!TM F4 A N IaMr I Classic -Craft:: FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSW NG rrNON-IMPACT'' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017( Florida Building Code FBC( structural requirements including the "High Velocity Hurricane Zone" (HVHZ(. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal 01 item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ'. 8. inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the"HVHZ'. Inswing units shall be installed (in the "HVHZ'( only in non-hobitobie areas or at habitable locations protected by an overhang or conopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET If DESCRIPTION I Typical elevations. design pressures & general notes 2 Door panel details 3 Sidekte panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Astragal details 10 Bill of Materials & Components 105.5" MAX. OVERALL FRAME WIDTH--------------- i i t 13 r] n M O Ozz 3 z O M x M 0xm Q 6 0 o X Xa < f b ya i P IU O I L7JL_ SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSF) WITHOUT SURFACE BOLTS WITH SURFACE' BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 ATE- 02/24/12 scat N.T S. awc. er JK CHK, BY; LFS FL-15036.10 EET I cr 10 41 r, C EXTERIOR W 42 sm: Z F,;pp I Z1* t tt bbt` t U onat C Z INTERIOR 46 N o °. ° o o a n cm mda HORIZONTAL CROSS SECTION oa o r E. 36.CT' MAX. DOOR PANEL WIDTH 2 2 ! o EXTERIOR INTERIOR N w J 4! aE 4.11" a, a o 4 K c O IAA - 1 Z g i mom! 0 2 42 TOP RAIL LATCH STYLE ON N' try N ZOz b I 6 0 22 nCL ID DOOR PANEL 30" t .48" -•-j Classic crotf f r :- NOTE: WOOD DOOR COMPONENTS: OAK (SO >e 0.67) f 1 45 N ' Oi o zj a DATE: 02/24/t2 °z SCALE: N.T.S. NINGE STILE OS BOTTOM RAR 2 VERTICAL CROSS SECTION aura 6Y. JK m 2 CHK. SY: LFS 3 CRtWMG NO.: FL- 15036.10 a SkEe 2 or 10 13.7 PANT 7. DA SO SIDELRE PANEL NOTE: WOOD SIDEUTE COMPONENTS: PINE (SG >=0.42) NOTE: 1. Spacing for item # 18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13'• in from each corner. EXTERIOR INTERIOR 10RIZONTAL CROSS SECTION C'!^_f Aft MIN. ASS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR Sl SIDELRE TOP 6 STM. Rail Gi GLAZING DETAILSinsulatedglossw/ pvc lite frome g 1.08" I— l LLLLd SY SIDELRE SOLE MIN. ASS THK. 1/8" TEMPERED GLASS AIR SPACE 116' TEMPERED GLASS EXTERIOR o 00 CO zoo 51 11 r\ O Z 0 ZU Ga M N t d 0a Na maa`m LL 0 E oZ x$ 33 C W ( INTERIOR 2 VERMAL CROSS SECTION 3 ATE: 02/24/12 i ALE, N. T. S. vG. BY. JK d iK. er: LFS 3 uwwG W: FL— 15036.10 1EET 3 OF 10 SEE NOTE I M 14 50 I in, INTERIOR f I> 1 1 L EXTERIOR 0.15' J4 -- C", O (TYP.) B C 1-1/4• MIN. 1 HORIZONTAL CROSS SECTION D 113 ® d 2 21 0 9 3 LLJ 4) 4. 4 49--_ 177 61 4 D EMB. (TYP.) 4 Outswing shown - inswing also approved K 5 4 3 3 4 5 6 6 6 5 5 5 NOTE: 1. The sidelite is direct set into the jamb with (12) item kM (u8 X 2" PFH wood o. 1541xi 11 screw). There are (4) at each vertical C'SINK jamb from the top down at 13.5', 31", (TYP.)M SEE NOTE 1 48.5" & 66". 2 HORIZONTAL CROSS SECTION a Outswing shown - inswing also approved INTERIOR n a i-I/d'MIN. S HORIZONTAL CROSS SECTION 4 Shown w/IXsub-buck INTERIOR 7U M. EXTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR 0.15" C'SINK TYP.) t i4 . o U. n Z o UPS m ri hlf "'a On UN •• Z m Z a b r a co maa u o 0 o a Z a Qo Cok U o a N U oO i SEE NOTE I ss a N 01z c 1012 14 DATE: 02/24/t2 SC LE: N.T.S. 9 t0 owc. er: JKK fi 4 HORIZONTAL CROSS SECTION cNK. w LFS s a Inswing configuration ow Nc No.: o Ft.—l5036.t0 - n SHEET 4 or IO y Ez i E G z 19 oN EXTERIOR INTERIOR U 62 60 61 1 VERTICAL CROSS SECTION Outswing shwon - inswing also approved = 60 1 61 FXTFRIt7R INTERIOR o > " ,. e \ 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHT' water infiltration requirements a' E 61 m w 62 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION Inswingconffgurotion see general notes, sheet I for "HVHZ" Water infiltration requirements _ E m d d d d INTERIOR " EXTERIOR 61 62 2 , VERTICAL CROSS SECTION J Shown w(I X sub -buck 60 _ 61 i EXTERIOR INTERIOR VERTICAL CROSS SECTION Oufsw ng confguro ion see general notes, sheet I for "HVHr water infiltration requirements t Z rear K o °° tt n z° a N .. goEm oozes eN4 56V' t a maa4ofTZa. r LL 0 c ul$ 0. d re:02/2a/t2 AU: N.T.S. IG. BY JK K er: LFS AWING N0: FL— 15036,10 Eer 5 or t 0 50 - y z a oV SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing olso approved INTERIOR EXTERIOR SEE NOTE 1(µ }, EXTERIOR SEE NOTE I C 1 Zm j din: i W d a e e • d ° e n 3 VERTICAL CROSS SECTION 6 Outswing configuration INTFRIOR 5 VERTICAL CROSS SECTION 6 Outsw ng configuration SEE NOTE i INTERIOR EXTERIOR 2 VER17CAL CROSS SECTION 6 Shown w/IXsub-buck rrrNFlN ON..= m w ziiZOU t ry L U Y d o a ma`ainlt.\ 6a07 E o°Z NOTE: 1. Anchors ass y thru head and sill at a" trr, from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing configuration e E; N.T.S. s, ar. JK K. BY: LFS IG NO.: FL- 15036.10 EEr 6 or t 0 z z f E V C a I TYP. HEAD MASONRY & JAMBS OPENING I 2X BUCK ASTRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY I I BUCK ANCHORING i 4' f j MASONF OPENIN( I tI FRAh h u 4 NO 2XB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortorjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR ITW 1/4" 1.1/4" 2" 4" TAPCON ELCO a 1/4" 1.1/4" 1" 4" ULTRACON ITW a 3/16" 1.1/4" 3" TAPCON WVVt)S(.KtW IMIALLAUUN NVI 1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. ASTRAGAL STRIKE JAMB 3" SEE DETAIL T TYP. HEAD f` JAMBS ASTRAGAL SHOWN FOR REFERENCE IE TYP, ONLY ICK i i A)F TYP. SILL 1) SEE DETAIL —s Y 2" I' j 63 DETAIL I Attach ostragol/surface bolt strike plates to frame as shown(Outswing) 63 65 66 3 i 1 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 3' O J m n i nvi rrrE n ro zIFtlO a V H .. t p Z O Z v3' Em to o r g aC, nM a6 u a< z0 c ai03`d FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 63 L 64 DETAIL I Attach astraggal/surface bolt stoke plofes to frame as shown (Inswing) 64 , 63 DETAIL 2 Attach surface bolt stoke plate at the threshold Inswing) 28 I' L Ii i 27 LATCH & DEADBOLT DETAIL HINGE DETAIL DATE. 02124112 SCALE: N.T.S. DWG. BY. JK CW eY: LFS Dr WNG NO: FL-15036. 10 SMEu ] or 1Q 6" 3' z 0. Z 0 SEE DETAIL S Z a 0 0 on z u- -: 0 0 zo 1 20TYP, HEAD C W0MMASONRYZ, JAMBSOPENING E z0 ASTRAGAL cop U, SHOWN FOR REFERENCE ONLY LFRAMETYP, 0 c0 27 Z Q oIXBUCKLATCHDEADSOETDETAILLi 0 F TYP. M SILL 9 — — — — — — 12 u u S DETAIL 1: SEE D 7 10 Z0 HINGE JAMS ASTRAGAL STRIKE JAMB FRAME ANCHORING 22 Masonry I X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortoronts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to G 67 maintain the min. edge distance to mortorjoints, additional concrete anchors 2 may be required to ensure the "MAX. ON CENTER'Grimension are not exceeded. 3 Concrete anchor table: '21- f MIN. CLEARANCE MIN. CLEARANCE o ANCHOR ANCHOR MIN.o 0z TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR DATE 02124112 ITW 63 smE; N, T, S, TAPCONe 63 G 64 (Ily owc, 61 jK ITW e 3/16" 1-1/4" r DETAIL 2 DETAIL 2 ......DETAIL I DETAIL I cw sy: IFS TAPCON Attach surface Attach surfaceAttach ostrogol/surfoce bolt Attach ostrogal/surface bolt oa w.G o- WOOC) SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold strike plates to frame strike plates to frame FL - 75036, 10 1. Maintain a minimum 5/8" edge distance, I end distance, & I o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) a wood screws to prevent the splitting of wood. sHEEr Q OF 10 Ni z° Y'• Cp: .z ofn n m zfonN: 0 z Ut. Z ofEmmo 95.25' 0 g g R 0 m r maz 18.88" 18.38" 20.63" I8.5" 14.38" O S 3a 0 O a o S1 j3 TYP.a O w t3 TYP, TYP. 13 Ln C g 0y. m w a O 3.25" 3.25' 7 7 ! mm 0.75' 1.9 r '-- j 0.I5 o0 4 zZa SEE NOTE 1 3 Ln llUJJ -..411 - 0.06" s N 4 O w of O O i t h f y i-- 0.13" F N N a V NOTE WE: 02 24112 z SCA-E: N. T.S. o1, THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. DWG. sr: JK m cw. r. LFS 3 muwwc .0- FL- 15036. 10 0 SHEET 9 0v 10 N Bfl! OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= O.5S WOOD 21 KWIK5ET DEADBOIF -SIGNATURE SERIES (780) STEEL B 2X BUCK 5G >= O.SS WOOD 22 1 /8 THK. CELLULAR GLAZING TAPE C MAX. 1(4"SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME (SMCj PVC D Ile X 2-3(4" PFH ELCO CONCRETE SCREW STEEL 24 t!4" INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI30tORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1 /4" X I-3(4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/I6" X 3-i(4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1l4"PFH ITW CONCRETE SCREW STEEL 29 K40 X t.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J t (4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 3i BUMP FACE THRESHOLD LOW PROFILE ALUM. !WOOD L 8 X 2-tl2" PFH WOOD SCREW (),IS- MEN. EMBEDMENT STEEL 32 f700R 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 ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6,000 PS! FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 FOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09i THK. STEEL 45 BOTTOM RAIL COMP. l0 t 0 X 3!4" PFH WOOD SCREW STEEL 4b POLYURETHANE FOAM (1.91bs. DENSITY POLYURETHANE I I 3!8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD SE} SEDELITE PANEL - SEE SIDEIiFE PANEL DETAILS SHEET FOR DETAILS i 2 IO X 1-3/4" PFH WOOD SCREW STEEL SI SIDELITE TOP &BOTTOM RAIL CdMP. 13 t0 X i • i /2" PANHEAD SMS STEEL 52 SIDEtfFE STELE WOAD 14 1" L. X .04ff' DfA. BRAD TRIM NAIL STEEL 60 1 /2"SURFACE BOLT SPACER STEEL I5 INSWING S€DELiTE SPACER PVC bi IVES SURFACE BOLT #454 8.0' L. X .25" THK. STEEL STEEL I b OUTSWWG SIDELITE SPACER PVC 62 1l4-20 SEX BOLT W( I(4-20 FEMALE END X 1-3(4" L. STEEL 7 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 6-t8 X 1-3/N'PFH SCREW STEEL 64 10 X 2-I/T PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 65 3!!6" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/I b" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/l6" X 3.3l4" PFH ITW CONCRETE SCREW STEEL z 8 / n Jt to 6 +° a'n = m tlttl VmZ Z O = U oEmmory E `uw p as 9 0 gm 5Eot o z p 3 6d =W J0o Q ww z z w o0 U 4 ¢ a oe o; a; a m u u I$ J z z4 - 2.IT —" so 0 i h I 4 ij J o 2.36" — i 4.63" HEAD d SLOE OUTSWING SIDEUM o t420Jambt6Spacer31BUMPFACETHRESHOLDLOWPROFILE ^ ^ ¢ 2.59" -- z 2.36" 4.56" i 1.68 - - €.64"4 `- 1. 66 L aTe, 02/24/12 ScAu N. T. S. o to _ 1 _ mw. e7: JK PLASTIC UP UTE FRAME INSWING SiDEUTE PLASifC UP LITE FRAME FL-15036.10 HIGH WATER DAM THRESHOLD I 23 SMC TS Spacer 16 I In ( SELF ADJUSTING SADDLE THREHOLD SHEEr t 0 ov t 0 W021iII'9 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear• Product Approval USER: Public User Product orb > &olic > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Certificate of Independence FL15332 94 CQQ C6OI.udf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/LS.2/A440 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2017 t Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQvADgtH8572gvdVVldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online 3 ,`"Nlffi`t v Date Approved 10/10/2017 FL #: i Model, Number or Name 15332. 1 4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15232 R4 It 08-00500E.o 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 Fb45 R E S1Q807D.ndf SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 94 II 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLl 2 R4 AE 512968C.odf SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions ELL= AA f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party. Yes Evaluation Reports 3 f Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332, ,R4 It „08-02250C.12df 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 "', FL153?R4 AE 512970C.odf RATINGS Created by Independent Third Party: Yes 15332. 6 !SERIES 420 REINFORCED ALUMINUM !SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD-..--.. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE i f RATINGS Created by Independent Third Party: Yes 15332. 7 i SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"06" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No f 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 FS,13?. R4 AE 514808D.odf 15332. 8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW REINFORCED' Limits of Use I Installation Instructions https:// www. 1 /5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE i FL15332 R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A „Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332_g4 AE 51081012.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Convrioht 2007 2Q1,3 Statg 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 addh if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH R£OUIR£MENTS OF THE FLORIDA BUlD'NG 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 RESPONS181'wiTY 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 RESPONS181LITY 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-i.6 WAS USED FOR WOOD ANCHOR CALCULAMONS, S. FRAME MATERIAL: EXTRUDED ALUMINUM 6463-T5. 6. UNITS MLST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUiREO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8, SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1,0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH, ANCHOR MANUFACTLR£R'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MI•NiMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAV,TY 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 S RUCTURE; STEEL 1$13A 33KS1 OR ALUMINUM 6063-T5 .045' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX. XIP, PSX, TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RM50e1S REV DCSCRWMkN DAtE APPROYY(J A ADDED CHARTS 03J05/12 R.L. B REVISED PER NEW TESTING 10/29/1-3 R.L. C I ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R,L. D REVISED INSTALIA7iON DETAILS 07/30/t5 R.L. E REVISED INSTALLAiiON DeALS 06/20/17 RL SIGNED: 06,2012017 MI WINDOWS AND DOORS LLC 65D WEST MARKET STREET v;:I1:iii1ll fig R. GRATZ, PA 17030 C E N sFs9 s k4/ 6' * = SERIES 420 SG0 96" X 80" NON —REINFORCED NOTES O•" TAT E OF FZORI4P. \'\\ Dpn ; c.:c Mo. Rev O8—$0000498 E LUIS R, Lomas P.E. FL NO.: 62514 w,e aENTS 02/23/09 1 OF 10 LR0.9ERT0L0kuSPE. 74=1600Di'ORDRDLEWISVXLE, NC2,Vn 34's .0609 II;OIRiYb lltORI19 u.G1T I Hi 95 MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - 17' MAX O.C. 6 i 1 I i i MAXMAXD.C. 0 X i iC' ! i IAX IGH 1 6' MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF N SEE CHARTS X1 AND #2 FOR OTHER UNITS RATINGS NOTEES- 1. MAXIMUM PANEL SIZE.' 48 1!2' x 79' 2. MAXIMUM D.L.O.: 44 S7?" x 74 5/8• 6' MAX HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART 099.04-$45) LOCATED 38 3W ON CENTER FROM PANEL BOTTOM NETALUiC TANDEM ROLLERS (PART #99-17-195) AT EACH END OF PANEL BOTTOM RAP-S R[v j oLscwPTro« DATE APPROVLU A ADDED CHARTS 03/05/12 R.L. 8 RE ASED PER NEw TESTING 10/29/13 R.L. C ADDED FLANGE AND F.N INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.'_ E REVISED INSTALLATION DETAILS 06/20/17 R.L. CHARTII WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, SEE NOTE 9 SHEET 1 Design pressure chart (psf Frwm Sk g a Panel and Total Frwo WG (m) Height 30.0 36.0 1 420 1 48.0 72.00 1 84.00 1 96.00 Pot Nag Pot Neg Pos Neg Pos t Nag 80.0 40.0 1 55.1 1 40.0 1 48,2 40.0 43.4 40.0 1 40.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUiRED. SEE NOTE 9 SHEET 1 Design pressure chart (psi!) Frann SinglenesPaand Total Frarne Width (in) - tleigllt 30. 0 36.0 420 48.D 60. 00 i 7200 34.00 96.00 PO I Nag Pos Nag Pos Neg Pos Nag 80. 0 55.1 1 55.1 48.2 48.2 43A 1 43A 40.0 1 40.0 CHART s3 Number of anchor locations required Frame Hegnt N) Single Panel and Tolai Frame We1th (s;) 30. 0 36.0 420 48.0 60. 0 720 84.0 95.0 HdS Jamb H& Jamb Has Jamb HiS Jamb 80. 0 4 5 5 5 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION F. A. ! 08-00498 sale NTS wtt 02/23/09 2 OF 10 LROaEATOLOWASP. E. 1432 WODOFOAD RD LEWISV&I4 NC 2,= t'+ 44s8s.0804 rrtor+nyrPubaasps.ca++ SIGNED: 0612012017 rrENS 9P i F• pc): sTAT_ Or o• OG0R19?'•': Luis R. Lomos P.E. FL No.: 62514 HE RAME 96" MAX FRAME W;OTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED b MAX MAX- i 17' 6' MAX 17" MAX O.C. O LAX IGHT I o" MAX f 6' MAX CHART F4 Numb- of anchor louft ons ropuirad Fluor S l* PWW ano TOW Uns WWh (C) Ha1g111 H; 20.0 J6.0 42.0 t&0 60.0 720 H.0 96.0 Hd5 Jamb His Jamb HdS Jamb HdS J mO d0.o a 1 5 1 5 5 6 i 5 8 S SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING j IMPACT RATING SEE CHART #4 FOR NUMBER OF 340.0PSF NONE LOCATIONS REQUIRED SEE CHARTS 91 AND 02 SHEET 2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 1/2' x 79' 2. MAXIMUM D.L.O.: 44 S/8' x 74 518" . HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET {PART 999-04.145) LOCATED 38314- ON CENTER FRQMPANEL BOTTOM METALLIC TANDEM ROLLERS (PART t99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS LV DESCR POP 1 a1E PPAWEO A ADDEO CHARTS 03/C5/12 R.L. 8 REVISED PER NEW TESTING i 10/29/13 R.L. ADDED FVwCE AND FIN LIMALLAT;ONS i 12/06/13 R.L. D REVISED INSTALLATION OETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION F.A. _08-00498 scwc NTS " 02/23/09 _—1-3 OF 10 C. AOBEATO LOMAS PE. it32 WOODFORD AD LE AISV"E, AC 2,'= t34Gg4.0509 lj4+n3sQtrunaasar.can SIGNED: 0612012017 1111 H i t //1/ ENg' 9iP Lp TAT E OF s R1C4: Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 0 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X B'JCK BY OTHERS 1/2" M4N, r EDGE DISTANCE I' 1 3/8" MIN. EMEEDMENT 1/4- I MAX. SHIM SPACE EXTERIOR It 11 I L I I INTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN, EMBEDMENT 1/2" MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN, STANCE 1 /4' MAX. SHIM SPACE RLYS)G.S SCRIP',Wx DATC I APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND flY INSTALiA?IONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.C. INTERIOR il'.— EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS ORAwR: DO ew. F.A. 1 08-00498 S. Lc NTS "'E 02/23/09 14 OF 10 L ROSER310 LOMAS P.E. 1432 WOODFORD RD LEw/SwLLE. NC 27oX a3'-sd9D6C9 reom s'41v+++>sa>wrs; SIGNED: 0612012017 G NSF `n TTyAcTEE'OFl,cor;' Q FS; al0R1D; CDa ONAL aP Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1' 0 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE SMS OR DRILLING N 3 ILL TO 9E SET IN BED OF PPROdED SEALANT 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: V INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 T- 1/2- Mil EDGE DISTo t 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS R£v o=RPISON OAt APPROAZ A ADDED CHARTS 03/05/12 R,L, 0 REVISED PER NVIV TEST?NG 10/29/13 R.L, C ADDED FLANGE AND FIN GNSTµLATIGNS 12/06/13 R.L. D REVISED INSTALLATION DE,AtLS 07/30/15 R.L. I REVISED INSTALLATION DETAILS 06/2C/17 ' R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Mi WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS F.A. 108-00498 Vc z NTS " 02/23/09 —5 OF 10 L. P0SEFIT0LOMAS P.F. I432 ?" DFORO RD LEW,'SVALLE. NC 27= p+ se8J409 ,nanasGvrnn,w.,rom SIGNED: 0612012017 E Iv 04_ AMOf :t Fz0RitP s1QNALI Luis R. Lomas P.E. FL No.: 62514 AEY15u3n5 1 1/2' MIN ..I 1" MIN. : 1+;v aEstAIPTIaa DAr, .PRRO.0 SEPARATION EDGE DISTANCE j A ADDED CHARTS 03/05/12 R.L. i B REVISED PER NEW TESTING 10/29/13 R.L., p C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L a• EMBEDMENT D REVISED INSTALtAT.ON DETAILS 07/30/15 R.L. CONCRETE/ a • .? — 1 EMBEDMENT MIN E REVSED wSTALtATON DETAILS 06/20/17 R.L. MASONRY BY OTHERS 1/4" MAX SHIM SPACE OPTIONAL, • 7 /4" MAx. XTBUBE J 1" a SHIM SPACEt: PROPERLY MIN. INTERIOR SECURED EDGE SEE. NOTE 3 DISTANCE t SHEET 1 1 3/16' TAPCON MIN EXTERIOR ( I I j INTERIOR SEPARATION • • • j t— SILL TO BE SET IN 0. , I A BED OF APPROVED SEALANT 3/16• TAPCON 3/16" TapCON i CONCRETE/MASONRY EXTERIOR _ , BY OTHERS j MASONRY/ OPTIONAL lx BUCK JAMS INSTALLATION DETAIL I' CONCRETE 4 ( TO BE PROPERLY COA'CRE7E/MASONRYINSTAi.LAT10N BY OT ERS 1 SECURED SEE NOTE 3 SHEE7 1 c 1 1 1/4' MIN. NOTES: L INTERIOR AND EXTERIOR FINISHES BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. i e' 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 SEPARATIONEDGE"DISTANCE MI WINDOWS AND DOORS LLC `1 IR. L OSj650WESTMARKETSTREET VER71CAL CROSS SECTION GRATZ, PA 17030 •.\0ENq 9s'; CONCRETEIWSONRYINSTALLA77ON SERIES 420 SGD -*• 0,,r 5c1 Otyt= X 80" NON -REINFORCED FRAME 9' EFRAMEINSTALLATIONTIONDETAILSTAT OF DRAW ac ae+ "c• ,'OCORIA:•U24F.A. GATE 08-000 498 E //,//O/ON.. \XSCALENTS02/23/09 6 OF 10 L. ROBERTOLCA"SP.E, Luis R. Lomas P.E. 14X WOODFORD RD LEMSVILLE. NG 27= FL No.: 62S14 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 10 WOOD SCREW 00 FRAWNC OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOLYT SEALANT BY OTHERSTO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2 MIN. EDGE DISTANCE 1 3/$" MIN. EMB-_DMENT T 1/4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR iE SET IN APPROVED SEALANT WN. VENT M1N. cut,c il1STA'r'CE 1 3/8" MIN. EMBEDMENT T_ 1/2' MIN. EDGE DiSTA14CE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 9 /4" MAX. r— SHIM SPACE I REASOKS ESCRa+TNn GnSf s.PaRC£L ADDED CMMTS j 03/CS/12 R.L. RDASED PER NEw TESTINC 1C/29/13 R.L. ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETALS 07/30/15 R.L. REVSED 114STALLAT;0N DETAILS 06/20/17 R.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X S4UCK INSTALLATION Ill WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS cAlww rwc re.. F.A. 08-00498 w" NTS "Ar 02/23/09 -4r7 OF 10 L. ROSERTO LOMAS P.E. 14X WOODFORD RO L: WISVILLE. NC 2:= 13+ s5eo neu se rknasv cen SIGNED: 0612012017 T; Ftt l to LeNSFgs' TAT OF • °C Luis R. Lomas P.E. FL No.: 62514 1/2` MIN. EDGE DISTANCE } METAL i STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET tN A BED OF APPROVED SEALANT 1/2' MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOr 3NOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VRTH ASTM E2172 M 1/2" MIN. EDGE DISTANC 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS FCIG s j REV D=RPT*N DATE I APPROI.O A ADDED CnARTS 03/05/12 R.L. 8 REVISED PER NEW TESONG 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 P.L. D REVISED INSTALLATION OETALS 07/30/15 R.L. E REVISED INSTALLATION DEALS 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 Dmw l OwG NO. F.A. 08—D0498 _ scar NTS °`T 02j23/09 8 OF 10 L. ROBCR70 LOMAS P.E. 7432 WOOOFCRD RO LEW;SUILLE. NC 27o.'3 43-,W,7609 MN s&sp.. SIGNED: 0612012017 A g1t C N k• 0 51 *' S OF OR1DP ? Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1MIN. ) SEPARATION EDGE OiSTANCE I E 1 1/4' MIN, d EMBEDMENT 4 1/ 4' MAX. SHIM SPACE i EXTERIOR o• 4 . Q •. 2 7/8" MIN SEPAARATION VERTICAL CROSS SECTION CONCRET& MASONRY INSTALLATION 3/ 16- TAPCON INTERIOR 1 1/4 MIN.._{. EMBEDMENT i RLY140N5 1 KV 6ESCR*rOn GATE APPROVED A ADDED C1W2'S 03/05/12 R.L. B R£ASED PER NEW TESTING tO/29/13 R.L C ADDED FLANGE AND FN INSTALLATIONS 12/06/,3 R.L. 1 D REVISED INSTALLATION DETAILS 07/30/15 ( R.L, E REVISED INSTALLATION DETAILS OG/20/17 R.L. 1/ 4" MAX. SHIM SPACE 1' MLN, ,' INTERIOR EaGE 1 DISTANCE J jI MIN" SEPARATION I 1 3/ 16" TAPCON EXTERIOR SILL TO BE SET IN A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEl,MSOJRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, r NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TQ BE G, 1 1/4' MIN, DESIGNED IN ACCORDANCE WITH ASTM E2712 EMBEDMENT SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET V` j1111111I1,,,7 D4f "/ l t" MIN. rEDGE GRATZ, PA 17030 Y •C£NS' F DISTANCE SERIES 420 SGD 96' X 8NON—REINFORCEDFLANGE INSTALLATION DETAILSlj1ATOFDRAWN; ow ND. Rev Q'/F F. A. 08-00498 E/ASS%Gv s NTS °^ 02/23/09 —9 OF 10 7j/INAl10\ t. AC1HFRT0LGMAS P,E 7432 wppDfORD RD tEw1Sv711E, A'C?7423 Luis R. LORSOS P,E, a33638-3609 rtipna;IQpbrraapn.;om FL No.: 62514 WOOD FRAMiNC BY OTHERS 8 WOOD SCREW 1/4• MAX SHIM SPACE 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE -- APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAAIVNG OR 2X SUCK INSTALLATION METAL STRUCTURE -- BY OTHERS TRIM - 7 1/4" MtN, EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR 1/4" MAX HOOK STRIP -"' 1/2" MIN. EDGE DISTANCE RN61011S DCSCRu n0y w7E PFROYED ADDED CHARTS 03/05/12 R.L REVSED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE XND FIN INSTALUTIONS 12/06/13 R.L. REVISED INSAUATION DETAILS 07/30/15 R.L. REVSED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8" MIN. EDGE DST. y a TRIM INTERIOR aASONRY/CONCRETE BY OTHERS HOOK STRIP lam—. SHIM SPACE a S SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS4-9. NOTES: I. INTERtOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X SUCK OR WOOD FRAMING BY OTHERS TRIM - INTERIOR HOOK STRIP -- PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MX E EDGE DISTANCE 1 3/8" MIN. EMBEDMENT S10CREWOOD PANELEXTERIORT-Si-J, INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING 1 1/4" MIN. EMBEDMENT iX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR __. _- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80' NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A, 08-00498 C'E NTS DATE 02/23/09 SHEET 10 OF 10 L. R08ERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILL.E, NC 27023 d}+.6d Zi.09 IcaRas(duian,asspc.Com SIGNED: 0612012017 41 E N 9s TAcT E OF iy RLV iOF 'c OR19P• \?w\ f NAL1k,\ Luis R. Lomos P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W;TH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1x BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE :S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DES40N OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR CC=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOJ RFO 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 ALLOWAB-E SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO S EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT i0.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" M1141MUM. EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAL LAMON 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 A SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 5063—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 A DCSCRWTIOK ov; APPR0<0 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. SiGAIFD: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET Y;Fi;lr,11j7 GRATZ, PA 17030 VO E NS irk/o 51 x = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96, NOTES l-A • TAT `{OF` 1^'F AZ 0 RIt • t ONAL 1111I II I II01 Luis R. LOMCS P.E. wr1: wc 08-02249 pcv C NTS 10/30/13 ' 1 OF 10 L. ROSFRTO LOMiS PE. 1432 WOODFORO RD LENISVILLE, NC2701J Wsm-0609 abma a waysspr,ca„ FL No.: 62514 96" MAX FRAME WIDTH j ( 2) ANCHORS PER LOCATION SEE CHt4RT #3 FOR NUMOIER OF LOCATIONS REOUiRED 4s 6" MAX r 17 MAX I I O.C. - { 6 MAX 6" MAX { jj / J r I17" MAX it I j O.C. 96- ! - it FME i RHEIGHT, SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING 11.1PACT RATING 35.OPSF NONE SEE CHARTS 01 AND s2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1/2" x 95' 2. MAXIMUM D.L.O.: 44 S1'x 90 SB' HARDWARE SCHEDULE 0) FLAT NpuNTED HANDLE SET (99-04-145) AT 38 314- ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17-195)AT EACH END OF PANEL BOTTAM RXLS ALUMINUM 6063.76 REtNFORCEMEN7 (668) AT ALL PANEL MWTERLOCYS CHARTAll WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. Design pressure chart (psn frenE k1gW Pang: a:e Total Frame Wdtn (in) HDlgnt h) 30. 0 76,0 t1'D 4A0 60. 00 71oo 84Do 96.00 Pbs Nag POs Nog Pas Noy Pas Neg 84. 0 40.0 58. a0.0 50.9 40.0 45.7 a4.0 420 8A0 44.0 55.2 43.0 4 8.04 A0Z43.0 3s.4 39.4 A20 ao.4 SZa 40.0 a5-4 a0.0 40.6 37.1 371 96. 0 40.0 1 49,8 1 40.0 1 43.1 38A 38.4 35.0 35.0 CHART N2 WHERE VIA TER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure an (pso Frans 1• t sxs ta PantN an0 Total Frame Wb1n (in) 30. 0 13QD1 410 46.0 k,) 60.00 1 72D0 I ka---T 96.00 Pas Nog Pas Nay Pas Meg I Pas Nog 84D 58.4 58.4 50.9 50,9 45.7 1 45.7 42.0 42.0 8A0 SS.2 55.2 48.0 48.0 A3.0 43.0 39.4 39.4 914) 52.4 52.4 a5.4 45.4 40.6 a3.6 37,1 37.1 9Q0 4%8 49.D 43.1 46.1 38.4 ldA 35D 35.E CHARTt4 Number or anCAor loCaLons nQuJrotl " Frorre He t in) SrOe Panal am Total Frans wkun (in) 3R0 1 3Q0 42A 48.0 60. 0 710 M. 96.0 N6S Jamb HAS Jamb HAS Jame H&S Jamb 81, 0 a 6 5 6 6 6 8 6 88. 0 4 6 5 6 6 6 6 6 p10 4 fi 5 8 6 6 6 6 96. 0 4 6 5 6 6 6 b 6 5 DESCR MN DATE APPROVED ADDED FLANGE AND FIN INSTALLATIDN 12/10/13 R.L. REVISED INSTPLLAT*N DETAILS 08/03/15 R-L. RMSED INSTALLAT101 DETAILS j 06/21/17 R,L, MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION 08- 02249 scvE NTS °A 10/30/13 -1'2 OF 10 L. ROBERTO LOMAS P E. 1432 WO00FOR0 RD LEWSVRLE, NC 27P23 4, 3.t{s6-0509 r7rarasQ3lnomaslv.tpr SIGNED: 0612112017 T(( A ATRFLuis R. Lomas P.E. FL No.: 62514 I FI HI 6" MAX ' 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD k JAM.BS SEE CHART g4 FOR NUMBER OF LOCATONS RjEQUIRED 70 C. i r 1 6 MAX i 17" MAX O.C. i AX AME IGHT 1- 6- MAX I 6" MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED r35.OPSF NONE SEE CHARTS Al AND i2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99 .7.195) AT EACH END OF PANEL BOTTOM: RAILS UAMNUM 6063•T6 RELNFORCEM*NT (668) AT ALL PANEL INTERLOCKS REAL I 0MRIP14" Dw c APPROVE-9 A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L- B R msw IMSTALLATioN DETAILS 08/03/15 R.L. i C REY.5E0 INSTALLATION Dc7AILS 06/21/17 R.'- NOTES: 1. MAXIMUM PANEL SIZE: 46 1.2-x 95' 2. MAXIMUM D.L.O.: 44 5i8-x 90 SB' CHART a4 Numbar 0/anchor Ioaa;lonsroaulrod Framo Sy)" Pw4l ar4 Taxi uv w4th (in) n) 30.0 36.0 42.0 48.0 60.0 7ZO 84.0 D HAS 1 Jamb HAS I Jamb HAS Jamb HAS Jamb 84.0 4 6 5 6 6 6 6 1 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 1 5-T 6 6 6 6 6 96.O 4 6 1 5 16 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION Y.L. 1 08-02249 lc x NTS ° E 10/30/13 3 OF 10 L. AODEATG L014AS P,E. aJ2 viDOOFOAD AD LErn5v2LE. NC 27O^' 1r-688.Oros :ama bamasFn.can SIGNED: 0612112017 o1R ll1i1// i G E NSF-A'^//=- X 0 4ZOF i°F•:c1OR101" s 0NAL1E *\ Luis R. Lomos P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING f 1 3/8" AN. OR 2X BUCK EMBEDMENT BY OTHERS i i 1/4 I MAX. I SCiiM 10 WOOD SPACE SCREW € 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I i INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTAL ATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2712 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 11N, zvuz v,z TANCE REA$"S REV DCSCRPT*N WE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS E 08/03/15 R.L. C REVISED xSTALLATION DETAILS i 06/21 /17 R.L.. 1 3/8- MiN. 1/4" MAX. EMBEDMENT SHIM SPACE T ^ INTERIOR 1/2" MIN. I — EDGE DISTANCE 10 WOOD SCREW EXTERIOR WOOD FRAMING OR 2x BUCK JAMB INSTALLATION DETAILCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 1lflu/, 650 WEST MARKET STREET 5 R. to 41 i GRATZ, PA 17030 y .y C E N - .1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 1*• a 51 x= 96" X 96" FRAME INSTALLATION DETAILS 7ATE OF oRnwN: OwG r+o. RLv poF • 4 OR t0: • '' V.L. s'A" 08-02249 C i SS • • NTS DATEA. --- 4 OF 10 L. R08FR LEW 1S PE. 1a32 L1'OODFOHD RD L£W15 IL:.E NC 27^w. Luis R. Lomcs P.E. 4,34-9 rwrrase nlanap„,con, FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. TADISTANNCE 1/4' MAX, 2 F SH!M SPACE p0 SMS OR SELF DRILLING SCREW EXTERIOR j ' (, 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 SHO'NN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 ?2 1/2' Mill EDGE DiSTF I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Rf'VIS10ri5 RLV DESCRiPDDN DATE APaRovm A ADDED FLANGE AND FIN WSTALLATiON ! 12/10/13 R.L. 8 REVISED tNSTA-ATjoN DETAILS 08/03/15 R. C REVISED ;NSTALLDON DETAILS j 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRANK: 9wC ND. 49 p V.L 08-022 5041 NTS 109E 10/30/13 '"EET5 OF 10 L. ROSER7 0"DUAS P.F. lcx u'OODFOAD RD LErttSVILLF. NC 2To23 a3=sa5-otos ,aommly lrtwn+yy+e.cvm SIGNED: 0612112017 LENS 95 a,151 r - 7ATwD FiS' Luis R, Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1 /2" MIN 1- MIN. SEPARATION EDGE DISTANCE 44 - 1 1/4' MIN. 4. EMBEDMENT 4 . 1/A" MAX. SHIM SPACE 4 3/16' TAPCON EXTERIOR (j ! INTERIOR SILL TO BE SET IN A BED OFj1APPROVED SEALANT 4' 4, 1 1/4' MIN. 4 EMBEDMENT L— 2 7/6" wl i' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASON14Y INSTALLATION RtY510N5 DESCAiPT*N , DATE APPRCNC'D ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED {NSTALLATION DETAILS { Od/03/15 R.L. REUSED wSTALwAjois OETA4,s 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT f ..' ,. 1/4- MAX. 1• 'I SHIM SPACE MIN,. I` EDGE DISTANCE % 1 I MIN SEPARATION 0 INTERIOR 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 7X BUCK CONCRETEIMASONRY INSTALL ATiON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, MOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED 1NACCORDANCE WITH ASTM E27 12 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER tp 61267 ,r FRAME INSTALLATION DETAILS DRAwN o+icND. lZEv a•F<QR1A;•24i Scvu OS C ONA'l- NTS w1e 70/30/13 sREc 69 OF 10 L ROBERTO LOMAS P.E. 1432 W000FORD RO LEWISVILLE. xG 27023 as PLomasLU13R. L.E. 4344"-0609 r#onaas®trumayW+.com FL NO 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/5' MIN. OR 2X BUCK } EMBEDMENT BY OTHERS i 1/4- MAX, SHIM SPACE 610 WOOD SCREWS EXTERIOR IuJ jJ_j( INTERIOR TO BE SET IN O Or OVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCR BY OTHER MIN. VENT ui -t Q VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 xlwsob c£s` r3'TccN OATC APPROVD) ADDED FIANCE A:40 FIN INSTALLATION 12/10/13 R.i.. REVISED INSfALATiON DETAIS 08/03/15 R.L. REVISED INSTALLAT;ON DETAIS 06/21/17 j R.L. 1 3/8" M.N. 1/4" MAX. EMBEDMENT SHIM SPACE i T 1/2- MIN 1NTERIOR EDGE DISTANCE 71p 1SCR S 'I A II1 lL EXTERIOR WOOD FRA.M;NG JAMS INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC vvtI111rr11l1 650 WEST MARKET STREET 0 5 L047ji• GRATZ, PA 17030 y CENSol 2 ir- 0 6 OF SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X TIOFLANGEINSTAUA710N DETAILSTATgip' i F; F ar.21AA t' cttAwN: OWnc. REV 48-02249 C DNA-LsowtNTS °aTC T710/30/13 OF t0 LUIS R. Lomas P.E. L ROMPTO LOMAS P.F. 1432 LEWCOQAL] /j YWSYKLE. NC 2'Q''3 434-e96-04-09 rsw as w; a FL No.: 62514 1/2" MIN, EDGE DISTANCE I^ METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET 1N BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2" MIN. I EDGE DISTANCE 1 VERTICAL CROSS SECTION METAL STRUCTURE ANSTALLATION 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 I 1/2" MIN. EDGE DISTANC i 10 SMS OR SELF DR:LUNG SCREWS METAL STRUCTURE BY OTHERS R"SONS Fev OEiCRipr" MTE sPVRO'ED A ADDED FLANGE AND AN INSTALLATION 12/10/13 i R.L. ' B REVISED INSTALLATION DETAILS O8/03/15 R.L. C REVISED INSTALLATION DETAILS C6/21/17 j R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLAT;ON SIGNED: 06121/2017 MI DOWS LIC MARKET STREET650WSZ. S, G1E vs 4 9s'i PAD1 0300 SERIES 420 SGD REINFORCED WITHOUT ADAPTER F• 0 *- 96" X FLANGE INSTALLATION DETAILSTIO V.L. sc 08-02249 T C i a' NTS — 10/30/13 8 OF 10 J,'At1 ROSEATOio.WSP E. T 1+32 v1=rl0R0 RD LEriISVRLE. NG 27O"J LV15 R. LOTOS P.E. 43"&O,aW9 spu.own FL No.: 62514 1 1'/2" MIN. t" MA' SEPARATION EDGE DISTANCE 3/4' M7N. CONCRETE/ ' q. EMBEDMENT MASONRY t BY OTHERS 1/4" MAX. OPTIONAL ^ SHIM SPACE 1X BUCK T TO BE PROPERLY "*• SECURED SEE NOTE 3 i I SHEET t j 3/16' TAPCON EXTERIOR L-IJ 11, 11 INTERIOR SILL TO BE SET IN A BED OF 3/16" TAPCON APPROVED SEALANT MASONRY/ ^ BYOO7OTHERS _ a 1 3/4' MIN. EM.BEDMEN, a'. i a 2 7/8• MIN. t" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEVASONRY INSTALLATION REYt$IDHS DESCRMTION DATE APPROVED ADDED fLANOE AND ftN INSTALLATION 32/30/t3 R.L. REVISED i11-,I AT*N DETAILS 08/03/15 R.L. REVISED INSTALLATION CETA,LS 06/21/17 R.L 1 1/4' MIN. , EMBEDMENT 1/4' MAX. SHIM SPACE t' MIN. EDGE DISTANCE j Oil MIN SEPARATION I ! - t{I a r i INTERIOR 3/76" TAPCON EXTERIOR CONCRETE/MASONRY JAMB INSTALLATION DETAILBYOTHERSL CONCRETJMASCNRY INSTALLATIC!V OPTIONAL )x BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MOTES: 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: 0612112077 MI WINDOWS AND DOORS LLO 11;1Ii1r;JJ 650 WEST MARKET STREET F;, O,ii GRATZ. PA 17030 E N s 9,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER LNG D 514-T 96" X 96" FLANGE INSTALLATION DETAILS 0AT1 0 F;1 10. OCL• i=,LOR1C: zkww. ovr0 NO. REV V. L 08-02249 C ONAitlE,\\\ svacNTSDATE10/30/13 s 9 flf 10 L. ROSERTULOA"SPE 1+. T2WOODFOA0A0LFwjSV;LCE.NC270- Luis R. Lomas P.E. 434. 888.0609 rl>'++ d'tonu+W+.can FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN / 8 WOOD J SCREW APPROVED SEALANT BEHIND F!N 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE , JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. F SHIM SPACE 7 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. arnsaNS DESCRIPTION DATE !•PROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 I P..L. C REVISED INSTALLATION DETAILS 06/21/17 R.L 1 5/8" MIN. J EDGE DIST. TRIM 4 I 1 1/4" MIN. INTERIOR ! EMBEDMENT MASONRY/CONCRETE I BY OTHERS J - I 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY,'CONCRETE 1/2" MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE EDGE DISTANCE TRIM I I INTERIOR 1 3/8" MIN. EMBEDMENT HOOK STRIP HOOK STRIP 1 #10 SELF DRILLING SCREW g10 WOOD a SCREW PANEL III EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2X BUCWWOOD FRAMING SIGNED: 0&2112017 MI WINDOWS AND DOORS LLC 0}}111iru1/ 650 WEST L GRATZ, MPAKET17030REET ,;,J S In, f N p,r SERIES 420 SGD REINFORCED WITHOUT ADAPTER yc- 5 t= NAILFIN & HOOK INSTALLATION D07ETAILS 7ATE Of mow` NOTES: iQ`" A 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, L '` NO. . '` NOT SHOWN FOR CLARITY. 08-0224S s' 2PERIMETER AND JOINT SEALANT BYOTHERS TOBE NTS D^TE 10/30/13 10 OF 10 C iSjONAI} ti DESIGNED 1N ACCORDANCE WITHASbM E2112 L ROBEAI' OLOMAS P.E. LUIS R. Lomas P.E. 1432 WOOOFORDRDLEWISVILLE. NC 27023 44-688. 06 S nwn ast•1ww„apy.cnn, FL No.: 62514 INTERIOR TRIM 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 DES!GN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM £5300-04/09 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 W-TH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXEMUM 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 m 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 WTH 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 S40WN IN ELEVATIONS AND INSTALL T!ON 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 8. CONCRETE — MI.N;MUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0, METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS .048' THICK MINIMUM OV15. APPRED CONFIGURATIONS: XiX. TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS 1lemwvs DCSCIbPT*N G..TE I APPRWM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 50/15/;3 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' D REM+SED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 061222017 MI WINDOWS AND DOORS LLC 650 WEST REET 111t'%,, J\S REN. 4f GRATZ,MPAK17030ET C SFs o„ 661 *= 4TAY SERIES 430 SGD143' x 80" NON REINFORCED NOTES pOF to tOR10P O' ORA N, owc No. REVF.A. 08-00502 E T Luis R. Lomas P. E. FL No.: 62514 scxc NTS aTc 02/23/ 09 s" -1 OF 9 L. R08ERTOlOMASPE. 14= WOWAORD RD LEWiSVFLLF, NC 27023 434462-0609 17bn]SQDUfM/+1SFe. GQ'n 143- MAX FRAME WIDTH 6" MAX 21 ANCHORS PER LOCATION SEE CHART Q3 FOR NUMBER. OF LOCATIONS REQUIRED 17"MAX i ' O.C. 6' MAX 17' MAX 10" O.C. IAx AME i ram\ I I SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t4O.OPSF NONE SEE CHARTS r1 AND 02 FOR OTHER UNITS RATINGS NOTES: 1, MAX1r4UM PANEL S'ZE:48 1/2'x 79- 2 MAXIMUM D,L.O.: 44 X4' x 74 3.8" HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET "-D4-145) AT 38 314- FROM PANEL METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEI 6' MAX REY oace , o-TA: i A ADDED CnaRTS 03/06/12 1 R.L, 8 REVISED PER NEW TESTtNG 10/15/13 R.L. C ADDED FLANGE INSTALLAT,ONS 12/06/13 R.L. 0 REVISED INSTALLAT.ON DETAILS os/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. CHART01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Framo Width (in) Height in) 30.0 36.0 1 420 47.7 90.00 108.00 126,00 143.00 Pas Neg Pas Nag Pos Nag Pas Neg 80.0 40.0 1 54,9 40.0 1 48,0 1 40,0 1 432 40.0 40.0 CHART92 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET I Design pressure chart (psi) Flame Haight SiN= Panel and Total Frame %Vdth (in) 30.0 36.0 42A 47.7 in) 90.00 1 108,00 126.00 143.00 Pas Neg Pas I Nag I Pas I Nag Pas I Nag 0.0 54.9 54,9 48.6-1 48.0 1 432 1 43.2 40.0 1 40.0 CHART s3 Number of anchor locations required Frame Hoot Single Panel and Total Frame''vVidth (in) 30.0 36.0 4ZO 47.7 in) 90.0 108,0 126.0 143.0 Has Jamb 44 IJambl H&S Jamb H&S I Jamb 80.0 6 5 T 1 5 1 8 1 5 j 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED ELEVATION F.A. 1 08-00502 E scaE NTS I LATE 02/23/09 1 "'2 OF 9 L. ROBERTO LOMASP.E, 14V WOODFORD RO LEW15VrLLF_ NC 210:3 4s4saa-0Gog +tiom4spalnmoypy.com SIGNED: 0&22/2017 LIO ATE OFw ONALI: Luis R. Lomas P.E. FL No.: 62514 1/2' MI.N. EDGE DISTANCE 1 3/8' MIN, WOOD FRAMING EaSEvMEN7 OR 2X SUCK f BY OTHERS i I 1/A' SHIM 10 WOOD SPACE SCREW 1 3/8' MIN. EMBEDMENT i 2 i j EDG£DISTANCE EXTERIOREXINTERIOR SET ; N APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN. SCREW VENT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRA1d1NG 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 Elf 12 1 / 4" MAX. SHIM SPACE RMSrQv$ REV 0£SCRPAON DnT: APPROVO A ADDED CHARTS 03/06/12 R.L. 8 REAS£D ?ER NEW 7, STi,NG 10/15/13 R.L. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 48/OS/15 R. L, E REVISED INSTALLATION DETAILS 06/22/17 j R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAIVING 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 ORAKll DxC N0. ' F. A. 08-00502 SCALE NTS — 02/23/09 sNc:-r 3 OF 9 1. ROBERTO LOMAS P.E. IjX WOOOFORO AD LEWISVRLE, NC 27023 434- 46$-0609 nomwsC b++r'+P>.:om SJGNED: 0612212017 to cENSF9s zozo 5- 0- 1"* A"'• sfONAL1E Luis R. Lomas P.E. FL No,: 62514 METAL STRUCTURE 6Y OTHERS J10 SMS OR SELF DRILLING SCREW METAL STRJCTURE 8Y OTHERS 1/2" MIN. EDGE DtSTANCE 1+ 7/2" MIN EDGE DISTANCE 1 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOT SHOWN FOR CLARITY. 2. PER11.67ER AND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM EZI 12 RE s"s RLv I DESC"T" DATE APPRDv[D A ADDED CHARTS 03/06/12 R.L. 1/4" MAX 0 REVISED PER NEw TESTtNC 10/15/13 R.L. SHIM SPACE C ADDED FLANGE INSTALLATONS 12/06/13 R.L. 0 REVISED INSTALLATON DUALS 08/05/15 R.L. 1/4" MAX, E j REVISED WSTALATON DEVILS 06/22/1.7 f R.L. SHIM SPACE 1/2" MIN, AS OR EDGE DISTANCE INTERIOR TRILLING T — i i II U SMS OR SELF DRILLING SCREWS L TO 8E SET IN 3ED OF APPROVED 11a:T s METAL { STRUCTURE ! BY OTHERS EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATICN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS F.A. _ 1 08-00502 AX NTS — 02/23/09 sMei,4 OF 9 L ROBFRTD IOMAS P.E 1452 V=0FORD RD LEWtSVILLE, NC 27023 SIGNED: 0612212017 jlll4lilJ)11 / LDNSC9iP o 5* ZSTATE OF Luis R. Lomos P.£. FL No.: 62514 1 1/2" MIN. I, MIN. REV OEscitPnow DATE APPROVED SEPARATION EDGE DISTANCE A ADDED 0-A .S 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R,L i 1/q' MIN. 1 1/4" MIN I C ADDED FLANGE INSTALLATIONS 12/06/73 R.L. a c" EMBEDMENT / 4' MAX.D REVISED tNSTALLAT:OTi DETAILS OS/OS/;5 R.L1 CONCRETE/ , • _ EMBEDMENT SHIM SPACE + £ REVISED INSTALLATION DETALS 05/22/17 ER.L MASONRY $-- rBYOTHERS OPTIONAL AN r 1X BUCK tr I EDGEv S TO BE j DISTANCE l i INTERIOR PROPERLY I 1/4 MAX. SEESNOTEE3 j SHIM SPACE '_o SHEET 1 77 13' 3 3/16" TADCON NIX i SEPARATION EXTERIOR ( ! ! INTERIOR 3/16" 7APCON I1 S 177-T7t • vr Ev_= J EXTERIOR r SILL TO BE SET 1N L.. jABED OF APPROVEDSEALANT I JAMB INSTALLATION DETAIL 3/16" TAPCON CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRET&MASOAfRY1NSTALLA7ION BY OTHERS TO BE PROPERLY SECRE3 I SEE NOTE 3 SHEET 1 MASONRY/ i CONCRETE — BY OTHERS 1 7/4" MNOTES: IN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE s DESIGNED IN ACCORDANCE WITH ASTM E2712 SIGNED: 06,22912017 2 7/8" M;N. 1" MIN. MI WINDOWS AND DOORS LLC La111rrtIT SEPARATIONEDGEDISTANCE650 WEST MARKET STREET GRATZ, PA 17030 oJ 'DENSF'f VERTICALCROSSSECTIONCONCRETEIMASONRYINSTALLATION SERIES 430 $GO = y[- 1p 51 yr 143" x 8NON REINFORCED FRAME FRAME INSTALLATION DETAILS TAT OF 08 0E NTS att 02/ 23/09 —52 OF 9 L RCr3EHrO LOLMS P E. r+3 wCDOFOZArLEWSVILLE. NC2 023 Luis R. Lomas P.E. 434{"41,0609 rttomas(du anupu.can FL No.: 62514 1/2• MIN. EDGE DISTANCE 3/8' MIN. WOOD FRAMINGEMBEDMENT OR 2X BUCKiCK BY OTHERS MAX. SHIM 10 WOOD SPACE SCREW pc WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I If 11 If, 1( INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WYTH ASTM E2112 SET IN APPROVED MIN. BENT 1 3/8" MX EMBEDMENT 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X SLACK BY OTHERS 1/4• MAX. r SHIM SPACE REV "S REV DESCA1PTION DATE APPROVW A ADDED CKkRTS 03/06/12 R.E. 8 REVISED PER NEw TEST.NC 1C/15/L1 R.L C ADDED FLANGE INSTALLATIONS 12/06/ 13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED :NSTALLAUON OETAILS 06/22/17 R,L JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DFAVM: 3WC IJO. F.A. 08-00502 SCALE NT$ "'t 02/23/09 '6 OF 9 L, ROSERTO tO,uAS P.F. J422 11000FOR0 RD LEW)SYK:E, AC z7o23 3a-sds oCo9 roomasQtrranaypu cap SIGNED: 0612212017 ilk I 1 L01jYY i VCENSFglP o' oF''ol OROA • ?: Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. 1 EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1 1 # 10 SMS CR jj11 ) SELF OR:WNG I I I i I SCREW EXTERIOR l i I I 11 11 It 11 INTERIOR TO BE SET IN ED OF APPROVED LLANT 1D SMS SELF DRiLt SO METAL STRUCTURE BY OTHERS I 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 7. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND jO:NT SEALAN SY OTHERS TO BE DESIGNED IN ACCORDANCE N7T H A$TM E21 72 i 1/2" MiN. EDGE OISTANCE i 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE RL1751pN`i REY 0£SCiaP1iW+ UAT iYf'R4vQD A IADDE9 CHARTS 03/06f12 ;R.L R REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L k D RVASED INSTALLATION DETAILS C9/05/15 R.L. E REVISED sNSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED FLANGE INSTALLATION DETAILS ovAwrv: owc to, F.A. 08-00502 scut NTS "A' 02/23/09 s"M 7 OF 9 L. RP8ERTO LOMAS P.E. 1432 WOOOFORO RO LZMSVILLE. NC 2702J 434-&9,10 09 SIGNED: 0612212077 011 i i lflj// ti • y\C' E''1 S'9i1 5 TATE OF w+ flNAI.' c: Luis R. Lomas P.E. FL No.: 62514 1 1/2' MiN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS a .. 1 1/4" MIN. i a_ EMBEDMENT OPTIONALBUCK 1 X M TO BE PROPERLY r I SECURED 1/4" MAx SEE NOTE 3 SHIM SPACESHEET1 3/16' TAPCON EXTERIOR 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR 1 1/4' MIN, 1/4" MAX. EMBEDMENT -` SHIM, SPACE I I MIN. (} EDGE i •6 DISTANCE TTI I 3" MIN. SEPARATION 1 I 3/16- TAPCON SILL TO BE SET IN q ' EXTERIOR A 8ED OF APPROVED i SEALANT CONCRETE/MASONRY OPTIONAL 1X BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET t 1 1/4" MIN. EMBEDMENT I BED 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION RLY90rt$ RN CfS:RM'ION IA PPRVVED A ADDED CHARTS 43/06/s2 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ; ADDED FLANGE LNSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 8/0t,/15 R.L E REVISED INSTALLATION DE7AILS 06/22/17 R.L. INTERIOR E JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALL4 T;ON NOTES: I. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E27 72 SIGNED: 0&/22 2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET S R. L p,ij GRATZ, PA 17030 v •CENS 9S 1k• 0 6' ,rSERIES430SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS j91OF i' cFd 'C 0 Rt4A OnAwN: Ow: w. aEV 08 p$ is1/ 1) E s NTS — 02/23/09 82 OF 9 L R08ERTO LOMAS P.E 14= WOODFORD RO LEvrSVILLE. NC 27" Luis R. Lomas P. £. 434- 6"-D609 r?lpnas®hlanraapc•.uvn FL NO.: 62514 REVrWNS REv DESCRIPTION WIC APPRWED A ADDED CHARTS j 03/36/12 R.L. B REVISED PER NEW TESTLNG 10/15/13 R,L. 1 5/8' MIN, C ADDED FLANGE WSTALLATrONS 12/06/13 R.L. EDGE GIST. C AASED tNSTA.i.AT*N OETAAS 0£/05/15 R.L. TRIM d E REASED INSTALLATION DETAkS 06/22/17 R.L d 1 1 /4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP — 1X BUCK TO BE METAL STRUCTURE 1/2' MIN. PROPERLY SECURED BY OTHERS I EDGE DISTANCE 3/76' TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION INTERIOR MASONRYICONCRETE HOOK STRIP 10 SELF DRILLING SCREW 4 PANEL 1/ 2' M:N EXTERIOR INTERLOCK EDGE DISTANCE HOOT{ STRIP INSTALLATION j METAL STRUCTURE t INTERIOR TRIM I 11 3/8" ZNT EMBEDMENTk iNOTES: HOOK STRIP" 1, INTERIOR AND EXTERK)R FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 410 WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED SCREW IN ACCORDANCE V/1TH ASTM Z2172 SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC 1111I+111/, HOOK SSfl MPAKET STREET 2X8 CKKWOODFRANNG GR TZ,WEST 17030 J` J\S EN3F9s SERIES 430 SGD t x 8NON REINFORCED 0 51 * - HOOK INSTALLATION DETAILS TAT OF OAF oRAwa: aNc No, RN F4OR19A• N-;F F.A. 08-00502 sc E ; `SS' .* I/ ONALIi VV' NTS °AE 02/23 09 s T9 OF 9 L. ROBER70 LOldAS P.E. 11-11 V1. 0 RO LEW1SVUE. Nv =n Luis R. Lomos P.E. 3+-64Is OSO3 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 COAT:NG OR MEMBRANE. SELECTION OF COAT'.NG 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 CC=1.6 'AS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SA m GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRE FOR THIS PRODUCT IN WIND BORNEDEBRSREGIONS, S. 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 I.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE, 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. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE" USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS W7H SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAiLS, 13, ALL FASTENERS TO BE CORROSION RESISTANT. 14. ASTALLATION 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 SPECIFtC GRAVITY OF. G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PS{. C, MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE t (OR GREATER), 0. METAL STRUCTURE: STEEL 160A, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 iNSTALLATICN DETAILS RENISPON5 I— I DESORP'WN I 017E ; M ROYs4.. I A ADDED CHARTS 03/06/12 R.L. 8 RIDISE0 PER NEW TESTING fl/15/13 R.L. C ADOED FLANGE INSTALLATIONS 12/06j13 R.L. D REVISED wSTALUTCON DETAILS 08/C5/15 R.L. E REmSED INSTALLATION DETAILS 06/22/17 R.L.- SIGNED: 0612212017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET NS R' L O GRATZ, PA 17030 O E N SERIES 430/4.40 XIX SGD 143" x 96" REINFORCED NOTES 4Afe OF : w i FS • aRt 4: , DRAW DWG No. F. A. F: RLv 08-- 00503 E iNAL1 Luis R. Lomas P.E. NTS wa 02/23/09 SNtFr t OF 9 L RObERTO LavAS P,E 14. V OODfORDROLEWISVUE.NC270?3 JaLBdGC l9 irtan,actebamx p,.can FL No.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION - SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX s-- 0 MAx I I i 17" MAX I O.C. 96" T MAX !1 FRAME HE.Gm? 6" MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF ( NONE I SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE.- 46 112' x 95- Z MAXiMUI,I D.L.O.: 44 314' x 90 SAS^ HARDWARE SCHEDULE FLAT MQ(1NTEO HANDLE SET (99-04.145) AT 37 39- ON CENTER FROM PANEL 80TTOM METALLIC TANDEM ROLLERS(99-17.195) AT EACH END OF PANEL BOTTOM RA'LS JMJNUM 6063-T6 RENFQRCE.v ENT (668) AT ALL PANEL INTERLOCKS 04NUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK aaltt, A ADDED CmRTS 8 REVISED PER NEw TESINC I C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CRAAT N7 I E REVISED iNSTALLAT*N DETAILS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 Sk4EFT 7 Design pressure chart 1ps6 Hy Sivpe PW4 yn0 ToWt Nana Nlmm (in) avM 30.0 36.0 420 j 47,7 W.00 70A00 726.00 14100 Pbt I Neg P.os I Nep Pot Nep Pos Neg 84, 0M40 60.0 40.0 57.9 40.0 52.0 40.0 48.0 88.080.0 40.0 54.5 40.0 483 40.0 45.0 92059.6 40.0 51.7 40.0 46.7 40.0 42.3 98.056.6 40.0 a9.0 40.0 A3.7 a0A 4C.0 CHART 02 WHERE WATER INFILTPA TON RESISTANCE 1S NOT REQUIRED SFF NnTF 0 CIdFFT I Design Frat211 6 C1 611 (ps" Frans SllA P4neI anC -'. F'e w4rs (0) N 30A 3d0 420 47.7 90A0 00 720.00 74300 Pot INap Pos I Nag Pot Nog Pot Nep 84. 0 57,9 57.0 52.0 52.0 8.0 4.0 54. 8 546 46.9 48.9 45.0 098,0442, 3 92051.7 1.7 A61 461 96. 0 56.6 56...8 49.0 43.7 ' 43.7 449.0CHART sa Numt» r of an4lwr buttons rapulreg S" a+ga Parod 8 Taa7 Framp w,ph {vs) Hep1u 7C. 0 30.0 42.0 477 108. D 126.0 7410 HdS Jamb HdS Amb HdS Jamb Has Jimb 84. 0 6 6 7 6 8 6 9 6 88A 7 6 7 6 8 6 9 6 920 7 6 7 6 8 6 9 6 98. 0 7 6 7 1 6 8 6 9 6 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 xlx SGD 143" x 96" REINFORCED ELEVATIONS F. A. 108-00503 se"' NTS "' 02/23/09 s"XT2 OF 9 L. 1409ERTO LO4L+S P.c. r432 WOOOFORO PO LEWISVILL£, HC 27023 casa6cs Isom,>ys,,, OATS ` mnovm 03/ 06/12 i R.L. 10/ 15/13 { R.L. 12/ 06/13 R.L. 08/ 05/15 R.L. 06/ 22/17 R.L. SIGNED: 0612212017 1) c N10 sFPg' TAlf.' of aFs F ORIDI s/ ONAL Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW PC WOOD SCREW MOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. jEDGE OIS7ANCE r- 1 3/8' MiN. MEN7 jjj 1 / 4" MAX. SHIM SPACE INTERIOR wc via i.-u.tc 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 E2172 1 3/8` MIN. 1/4• MAX. EMBEDMENT j SHIM SPACE 1/ 2" MIN, EDGE DISTANCE REVS* NS OESCRPTION DATE AOPAOvED ADDED CHARTS 03/06/12 R.L, REYISEO PER NEW TESTING R.L. ^— ADDED FLANGE tNSTALLANONS j 12/06/13 R.L. REVISED INSTALLATION DETALS OB/05/1$ R.L. REVISED INSTALLATION DETA4S 06/ 22/17 R.L. INTERIOR_ If10 WOOD SCREW r ! a# i BE SET IN j F APPROVED 1 EXTERIOR W000 FRAMING OR 2X SUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OF, 2X BUCK INSTALLAT/O7V MIN. AENT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DR" k ONC N0. F. A. 08-00503 XAL' NTS I DATE 02/23/09 —3 OF 9 L. ROBERTO LOPAAS P.f. 1432 WOODFORD RO L_'WSV LLE. NC 27024 i' 6d'J-OC49 H/piniS(1+UlW!).t y.COn SIGNED: 0612212017 v 1.G E N `SF 9/ice A TTA Cf01;F: Al Luis R. Lomas P.E. FL No.: 62514 1/2- MIN, EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SH:M SPACE BY OTHERS 1 d l i0 SMS OR LF DRiLUNG SCREW METAL STRUCTURE BY OTI-ERS i+ OR SEOFSDRILLING SCREW I EXTERIOR i t I I INTERIOR TO BE SET IN 3ED OF APPROVED 1LANT 1/2- M:N. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE bYSTALtATICN NOTES: 1. INTERIOR AND EXTF-91OR FINISHES. BY OTHERS, NOT SHOY N FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST)W E2112 1 1/2- MIN, EDGE DISTANCES I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR REV OESCR1PiWt1 DATE APPMNO A ADDEO Cw.RTS 03/06/12 R.L. 8 R-'4SED PER NEW TESTING 10/15/13 1 R.L. C ADDED FLANGE iNSTALLAT+ONS 12/06/13 R.L 0 RE"ASEO INSTALLATION DETAILS 02/05/15 R,L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96- REINFORCED FRAME INSTALLATION DETAILS DRAWN: owo rW. F.A. 08-00503 M" NTS °"lE 02/23/09 s"m 4 OF 9 i. RGSEHTO LDMi i P,E. 432 wCODFORD RD LEMiSWUZ NC 27023 dOGCS rFor:+aSQ Y%wm a'w.c m SIGNED: 06/2Z2017 0 51 TAT F Iq Luis R. Lortlos P.E. FL No.: 62514 1 1/2" MIN. 1" MIN, SEPARATION EDCE DISTANCE 1 1/4" MIN. 1 1/4" MIN. a EMBEDMENT EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1" MIN. OPTIONAL EDGE IX BUCK L DISTANCE TO BE PROPERLY 1/4" MAX. SECURED I SHIM SPACE 7- SEE NOTE 3 I SHEET 1 3" 3/16" TAPCON MIN. SEPARATION EXTERIOR II 11 II II II II INTERIOR 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED 3/16" TAPCON - SEALANT CONCRETE/MASONRY MASONRY/ BY OTHERS NCRETE BY0OTHERS i I k I EMBEDMENT o 2 7/8"• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRYINSTALLATION 1/4" MAX. SHIM SPACE RCh510N5 R!v DCSCMPTNNI OAn APPROVE? A ADDED CiwR`S 03/06/12 R.L. 8 REVISED PER NEW TESTLNC IC/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. I D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS C6/22/17 I R.L. INTERIOR f e" EXTERIOR ± JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYINSTALLATIAN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS. NOT SHOWN FOR CLARITY. 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 FRAME INSTALLATION DETAILS DRAWIi: Dw( ryp• F.A. 08-00503 SCx.0 NTS 117E 02/23/09 1 —C"5 OF 9 L ROBERTO LOMAS P.f 1432 WOODFORD RD LE W1SY&LE. NC 27023 4a.1•$••»-D6Dy rHOma3 J11pt11aaj)er,[yr11 SIGNED: 0612WO17 o; ST(ATrE O,F, 00;l' NAIL 1E Luis R. Lomos P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MiN. FRAMING 4 2X BUCKR EM3EQMEN7 BY CTHERS I 1/4" I MAX SHIM SPACE 10 WOOD SCREW 1 EXTERIOR l I+ I I I I i t l l INTERIOR III 10 WOOD SCREW SOD :=RAMiNG OR 2X BUCK 3Y OTHERS 1/2 MIN. EDGE DISTANCE —' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHO'NN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASThf E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN. EMBEDMENT RE IONS REV DESCRIPTKw DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. i D REVISED INSTALLATION DETAILS C8/05/15 R.L 1 3/8' MIN 1/4" MAX E REVISED INSTALLATION DETAILS C6/22/17 1 R.L. EMBEDMENT r SHIM SPACE I Ili INTERIOR 1/2" MiN. EDGE DISTANCE 1 4 I FE] jj10 WOOD SCREW 1 is I EXTERIOR WOOD FRAMING JAMB 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 SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: trAn r+D. F.A. 08-00503 SG'.' NTS IDAB 02/23/09 S"u'' 6 OF 9 L. ROSSATO LOMAS RE 1432 WOODFORO RD LEWISYiLLE. NC 2702] 434.6tM•0009 fftofnasCaslomaypv.can SIGNED: 0612212017 11?LhI1L/A/,// G r N TA OFOF t O,L,• ,o LL, ORVDt- ¢'\ NIII AthE \\` Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS PO SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS tA I tHIUH IV r cntiJn 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALIAVON NOTES: 1. /NTERiOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. PERIMETER AND aOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2" MIN. EDGE DISTANCE 1 /4" MAX. SHIM SPACE OR 1/2" LUNG MIN. EDGE DISTANCE I— f 10 SMS OR —1 SELF DRILLING SCREWS L TO BE SET ;N BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE 21& i ftcv OMPA1109 DATE A- A ADDED CHARTS 03/DE/12 P-L 8 REVISE PER NEW TESTING 10/15/13 l R.L. C ADDED FLANGE iNSTALLKDONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTAtLAT10N DETAILS D6/22/11 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS PLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWK OWG N0. F.A. 08-00503 scALE NTS I DAn 02/23/09 s D7 OF 9 L RCSERTO LOWS P.E. I432 YYOODFORD RO LEWSVILLE, NC 27=1 3aSt3d06p9 ,rtau aru,Wap,..com SIGNED: 0612212017 G E NSF V_ 51 y Q- ST( i'AtATF j0 NAl1E V\ Luis R. Lomos P.E. FL No.: 62514 1/2' MiN. _ CONCRETE/ SEPARATION MASONRY i 9t' OTHERS t i.. 4 OPTIONAL X BUCK TO BE PROPERLY SECURED E NOTE 3 j SHEET 1 EXTERIOR 3/16" TAPCON -\ MASONRY/ CONCRETE BY OTHERS 1" MIN. EDGE DISTANCE 1 1 1/4" M;N. 4 EMBEDMENT 4 1/4" MAX, SHIM SPACE 3/16' TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT i" MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16" TAPCON S'LL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. 1 EMBEDMENT 2 7/8" MIN. 1' VX SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALdATiON y^ 1/4- MAX. SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REMS*NS REV DESCRI-r" WE Ap"c' O A ADDED CHARTS C3/06/:2 jR.L 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE INSTALLAT*NS 12/06/13 R,L. 0 REVISED INSTALLATION DETAJ S i 08/05/15 R.L. E REVISED INSTALLATION DET;xLS 06/22/17 R.L JAMS INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI CSTCREETRS LC 650OwCEST MAWSRKETSittillL;Ill 0 GRATZ. PA 17030 y G E Ns 9s SERIES 430/440 XIX SGD D 61 x= 143" 96" REINFORCED FLANGE INSTALLATION DETAILS IAT OF Q' EF• °1pRlA • ': DRAWN: FA 08-0 0503 E sS ONAl1EDAtENTS02/23/09 8 OF 9 1, A03ER 70 LOMA$ P.E. 1432WOWFD 0RDRDLEMSVILLE.NC27023 Luis R. Lomas P.E. 0+6&8-050y r114i/Lt15i IrtomJ>pe.CPm FL NO.: 62514 1 5/8' MIN, EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4' MIN. EN,BEOMENT x BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED EXTERIOR '"` PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM --, INTERIOR HOOK STRIP REVtS*14 REV 0ESCRtn" WE APPROAD I A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESP,NG 10/15/13 R.L ' C ADDED FLANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED WSTALLATION DETAILS 06/22/17 R.L 1/2" MIN. EDGE DISTANCE mpg r-1 #10 SELF DRILLING SCREW 1 /2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM } 1 3/8" M'X EMBEDMENT HOOK STRIP f! 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKAWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR F1NIS.RES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERtMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 450/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS F.A. 08-00503 scAU NTS -TE 02/23/09 —9 OF 9 L. ROBERTO LGMAS PE. 1432 WOODFORD RD LEWISMLE, NC 27M 7+-bd9-Pfn?J +t'omas ugmaspr.mm SIGNED: 0612212017 tr • 0 T6257U x A cT1 EE ¢ w p" F' FL 0 R1DA • '' s ONAI. " Luis R. Lomas P.E. FL No.: 62514 OF ii § t t o `. i t 3" k L ,t t 4 yt'' ` S t j3`t 3 3 , ri a , t t n Ft, , ims 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I W Staff BCIS Site Map' Links I Search L010% dProduct Approval brOuoUSER: Public User Product Aoouovai Menu > RUWU,ar ... xic, Pon -h > &QQ!t > Application Detail FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/ Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_,. Garon@Overheaddoor.com Authorized Signature Mark Garon Mark— Garon@Overheaddoor.com Technical Representative Mark Garon Address/ Phone/Email 3395 Addison Dr, Pensacola, FL 32514 850) 474-9490 Mark- Garon@Overheaddoor.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-46718 Quality Assurance Entity InterLek 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 EL9L74 R q 12_CQI Got don '[prilsis (Q_L_ZQIZ PQE Referenced Standard and Year (of Standard) SuBlAard DASMA- 108 DASMA- 115 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect E_ L9V_4_K Y-% U 2012 2012 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Su FL # I Model, Number or Name 5120 / 1-009174A 0 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +26.90/-30.80 Other; 9174.2 15120 / 6100 / 9100 #0229 Method I Option D 08/11/2017 01/02/2018 01/02/2018 Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ* No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21", Glazing available in Lop or intermediate section. Installation Instructions EQ_L7 4 EL9174 R12 11 3D2_4j4_ej L Track Sut)Dlement Chart 5,i_gMd.p f jine tiQn u 3ry f Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL91743L2 AE WGQ7 S4k_7Ylti4QReOort - P1 0 1 74,p ULF 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 EL2174 FL9174 R12 11 3QZ424 P11 TEilCk SuoDlement Chart sianed.12Qf FL9174 R1 Jd[Db Coi2ritErign SuDD sioned.pcif Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports 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 E12 11 0 3 - 6Q-_PLO_&pdf FL9174 RJR 11 324 ZQ P16 Iamb Connection Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports RZ4--R-kLAF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions EL9174 R32JL-g 3L-3t8q96-P S pelf 2j74 _R_12 Ll Wf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL2174 R12 AE WL)2Q17-QQ1R? Evaluation Reoort - F -9-17A.PQ_F Created by Independent Third Party: Yes 9174,5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". GlazingIIavailableintoporintermediatesection. 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 Rla It 307494 EJL_ItA_Slergent _QhaXLsiDnqd,pjf F1-9174-P.12 IL3Z4_Rj"amb Corinec -5ignqqaqJf Verified By: Gordon Thomas RE, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports 2 t Created by Independent Third Party: Yes 9174.6 5120 / 6100 9100 #0235 # 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No 21.:P p Approved for use outside HVHZ: Yes Chart signed.12dif Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 R12 It 324620 P16 Jamb Connection Supl) jqneQ.yd Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports iqjjBoorEa17A-1 12_AE V0Z017:DD1R2 IyALuat_ -,pQrt - EL-9-LZ4.. 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 Approved for use outside HVHZ: Yes F49174 R12jL-307494-P11 Track Suoolpmgnr Ch;tf qigne f Impact Resistant: No 5upp sign0l'Of Design Pressure. + 12.40/-13.80 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 B12 8E Wj327-QfR Rep .... . v :_f_L 9174.PPF Created by Independent Third Party: Yes door. 9174,85120 / 9100 #0233 Wi 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 FL2174 Approved for use outside HVHZ: Yes FL2174 R12 11 307494 P11 Track SUDDlernent Chart sicingd.pcIf FL9174 R12 11 324620 P16 lamb Conneti nu ) si ned.2ff Impact Resistant: No Verified By: Gordon Thomas P. E. FLORIDA PE 46718 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AF WD2017-00IR2 Evilluatign &ijoit - FL 9174,PQF Created by Independent Third Party: Yes door. 9174.9 5120 / 9100 # 0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 30.00/-33. 50 FL9174 R12 11 324620 P163amb Connection Su sI ned.odf Verified By: Gordon Thomas P. E. FLORIDA PE 46718 Other: Created by Independent ThirdParty: Yes Evaluation Reports FL9174 R12 AE WQZ017-00IR2 Evalgatign Rgpgil - FL 9174,PDF Created by Independent Third Party: Yes 9174.10 3120 19100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RIZ 11 0237-319Q25-P7 S.12df Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Sylpptemept hartjign d. f Impact Resistant: Yes Design Pressure: + 39.20/-43. 70 FL9174 R12 11 324620 P16 Jamb Can nectign Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 9174.111 20/5140/6100/ 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 EU—IZ4--RI2-lj—Q(,QD-21992ii-P-5 a pdf Approved for use outside HVHZ: Yes qLLjilgng-0¢ Impact Resistant: No EL2174"_2R_ L24,629 Design Pressure: +26.90/-30. 80 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 EL-9J2A-B1?--AF_NM2 7 P F door. Created by Independent Third Party: Yes 9174.12 5120/5140/61, 00/9100/941 9' Max width. 10Max height. Max section height 24" Glazing 0 601 I available In top or intermediate section Limits of Use Installation Instructions Approved for use in HVHZ: No Fi-,9 74 R12 Ir 601-_ 0 -E Approved for use outside HVHZ: Yes FL9124 B12 It P rhartsqned.p f Impact Resistant: Yes EU174 IL - L2 JL-LZ4L)ZQ- P16 ]ap b Connection Suns oncd.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00JR2 Evaluation Peoort - FL 9174.PD_ Created by Independent Third Party: Yes 91.74.13 512 5140/61 0/91001940019600 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 Approved for use outside HVHZ: Yes FL9.74 R12 It 307494 P11 Track Supplement Chart _si gned FL9174 B12 It 324620 P16 lamb ConnecLign SUg2_5i nfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas RE, 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 WD2017-001R2 EvalwAUn --El,91Z4,PDF door. 5 Created by Independent Third Party: Yes 9174.14 1 0/5 140/6 10C /9 100/9400/9600r#0512 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 06Q3 319029 PG °,.oc j Approved for use outside HVHZ: Yes FL9174 Rig II 307494 P11 Track Sgppleyp n art signed.df FL9174 $12 11 324620 P16 lamb Connection Su pp 5jgngdj20fImpactResistant: No Design Pressure: +23.00/-25.00 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 FLq.L7j__-R-j2-AE, DZQLZ-Qg.jRZ_EvAjUdtion F(Z 74.P F door. Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No ELU14 Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Su lament r I d df ELi1Z1-,RLZ 11 _ Impact Resistant: Yes FL9174 RJR 11 ]24620 P16 Jarrib I i in fDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R1-2,8-E_WP2_Q12-901 2 v ( tion 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 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R_LZ 11 0kQqjj2Qjk2." ..pdf Approved for use outside HVHZ: Yes Fl-9174 R12 11 307494 P 1 T-1, qg-'- nt Chart signedLodf Impact Resistant. No ELEVA R12 11 324620 PjQjarnb Con neg.lion 2p _gqng4."d 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 RLZ_AE WD20I7-001R2 Evalu i n Rep - FL RVF door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/96001#0606 18' Max width. 8' Max height. Max section height 24" Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL2174 R12 11 307494 Pil Track Supplement Chart sicn Impact Resistant. No FL9174 R12 11 319QID jj_Post 1-tall n t uction sign,?_ f Dd Design Pressure: +30.00/-33.50 FL9174 R12 It 324620 P16 am C--,H- q-, Other: Doors with glazing shall not be used in the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. Report - FL-4174PDF Created by Independent Third Party: Yes 9174.18 5 320/ST40 1,00/9100/9400/9600 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 Approved for use outside HVHZ: Yes EOVA R12- T1 FL9174 R12 it 307494 P11 Track SumL4nriaent_ h r( __ S--x__qgnCA._p0f Impact Resistant: Yes L9174_ RI,Z LI3199AO df Design Pressure: + 39.20/-43.70 Mizi-912-IL-IlLua-pik al -canne-r. Sup signed pdf Other. Verified By: Gordon Thomas P.E. FLORIDA PE 46718 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 1 5140/9400/9600 #0607 Limits of Use Created by Independent Third Party: Yes Evaluation Reports fjajZ4 RI AWQ2017-0(j92 valg an Repor>FL 9174.PFF_LD Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions F 74 7 _ g1494 P1I Traek 17p lement Cl r i ngcLp(jf FL9174 R12 III-4P16 lArnhnnecti n > i d Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports F 74 R 7- vg(tl c n Reuort_- FL__ 9-,,74,P f` 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 Approved for use in HVHZ: No F J4 R12 II 4 7- P ". f Approved for use outside HVHZ: Yes( 9_7d RR1t0749_P_Traciyiplalernentr_ Gird. ad Impact Resistant: No EL9_ R1 I(__324_20 P16 am lnection $UDR signed Ddf Design Pressure: 425.90/-28.80 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 home debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Ev4111afi in Reggrt - FL 9_ 74.PDF door, Created by Independent Third Party: Yes ContaSL Us :: 2601 Blair Stone Road Tallahaggeg ttt :: 85 The State of Florida Is an AA/EEO employer, Copyright 2007.2013 State of Florida.:: Privacy, Statement.:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 emails provided may he 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: El 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, L--:Z4 Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WDO 17-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Dwayne Kornish Engineering Manager Prepared by: Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 Date: December 22, 2017 1. Introduction/ Scope 0" D 7'/' 0 No- 46718 STATE OF ,441 NA1- 0111000 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. XN1 7019, 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 I Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANS11DASMA 108-2002 and ANSIIDASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 -7 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 9-60-5--- 96Q5--9605 605 605 Door Size-- WxH) 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 28.80 psf 30-001 33.50 psf 43.201 49.60 psf Backer Tvpe Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-PS 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes YesI I --.--.-- Yes Table I A - Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9W4.9 FL 9174.1 M—odel# --9605 9605 9605 9605 9605 Door Size 16'x 8' 18' x 8'-9" 18' x 8'-9" 18'x 8' 18'x 8' be—sign --+39.20/ T,—-,40/ 30.00/ 39.20/ Pressure 43.70 psf 13-80 psf 20 - .70 Psf 33.50 psf -- 43.70 psf 6ic--k(;r---- Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga brawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P 7 ------ m—pac—t Yes Rating j Table I B - Doors under Evaluation `Q ON D * *'** ?;' /" 0 I110- 46718 STATE OF 2 OAIAL FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' - 9' x 10' 16' x 10' 16' x 10' 16' x 8' Design 26.901 41.00 / 15.3Q / 23.00 / 3920 / Pressure 30.80 psf 46.30 psf 17.00 psf 25.00 Psf 43.70 sf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga T e Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 ,, Impact No Yes No N0 Yes Rating 02- Table I — Doors under Evaluation Q, FL 9174.16 FL 9174.17 - FL 9174.18 FL 9174.19 FL 9174. Ors Model # 5145/9405 5145/ 11 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" x H)_ 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-P5 319033-P6 Impact No No Yes No No Rating_ Table 1 D — Doors under Evaluation C. Conclusion t i ttttti Ll No. h671 S STATE OF FCOR\0' t 2tv31 7 Comparing the doors under evaluation against the Florida approved doors, l 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. l conclude that the construction shown comply with the structural requirements of the 5th Edition 2014) and 6th Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3). F.A.G. and 61G20-3.009(4), F.A.C. 3 June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 NOTES 1. NON -IMPACT RESISTANT CLAZNO OPTION - 09O' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 13 CA MMZ ANCLE- TOGETHER IYTH A MINIMUM OF (6) /8.1, SCREWS INSTALLED IN 'OP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS ONIFORM STATIC GESIGH PRESSURES SHOWN ON THIS ORA'AVNC. CLA2OC 13 CA FLAG ANCLE- SHALL HAVE BMMMAMAX!#NMOF 13.7Y AND A MAXIMUM LENGTH OF 16.75`. GLA8NG IS NOT IMPACT 16 GA MIN 40102- RESISTANT AND DOES NOT MEET THE REDUIR:mENT$ FOR TRACK WANO- 90RHE DEMOS RECLOHS. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAC SCREWS RESISTANT GLAZING SYSTEM NAY BE NSTALIEO I7 TOP MIN 3 AS OR INTERMEDIATE SECTION ('NTH OS 'WITHOUT DECORATIVE SHOWN) SEATS} GLAZING SHALL BE 1/4- MAK43LON-AR 16 CA MIN 4ERT- PDLYCIRBONA' E OR EQUAL. CLA21MC SHALL HAVE A TRACK MAXIMUM HETGiT OF15.21' AND A MAXIMUM LENGTH Of50.06', ZLA2 M UWACT RESISTANT AND DOES MEET TrE RE(LAREMENTS FOR WW-BORNE OESWOS REfiOVS. 5/16z1-5/9" LAG" SEE DETAIL, £ ON SHEET 2 FOR ASSEMBLY DETAILS, GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS SCREW AT EACH JAMB BRACKET ATTACHED TO U-r ON UPPER INTEGRAL MS (SEE DETAILGSHEET2_ 10 GA J-$iRUI SCREWED TO LOWER DETAIL1/4-20.9/16' TRACK - Rt9 OF SECTION AND OPERATOR SIRE TO BE BOLT AND 1/4-ZD HEX FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) NUT AT EACH JB JAMB 4- lAx]IE' SELF ORK WC LYt TNTE SCREW TO ATTACH BRACKET LOCATION YSTRUT TO TT,E INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE O THE DOOR PER DETA& F ON SHEET 2. 3. YNYL OR WOW DOOR STOP NAIJO A MAXIMUM OP 6' O. 0 u,si OIERLAP TOP AHD BOTH EMS OF PANEL$ M" MDII; 7/16' -0 MEET HEGATVE PRESSURES. 4, KEY LOCI, AIDE LOCKS, CA OPERATOR REQWRN. 15 CA STIFFENED' S. SECTION SHALL DE CONSTRUCTED WITH FOAMED IN JAMB BRACKETS PLACE POLYURETHANE FOAM INSVU.TTON CNIEM ICAUY SEE SCHELOMLE FOR BONDED TO 30 GA At&WM FACER STEEL AND A GUAMITY, LOCATION, POLYLA) TNAT£ BACKER OR 32 CA STEEL BACKER. END AMID TYPE CAP TO HAVE A AWBMUM 1.1' OEP"H. 6. THE DESIGN O THE SUPPORTING STRUCTURAL KEY LOCK OR SINE LOG( ELEI. EHTS SHALL BE THE RESPONSIBILITY OF Tr'.E BOTH ENDS (NOT PROFESSIONAL OF RECORD FOR T# BUAC4NG GA RcQO"EO WITH OPERATOR STRUCTURE AMC IN ACCORDANCE riTH CURRENT 9U0.CINC SE£ NOTE-). SLIDE CODES FOR THE LOADS LISTED ON TES GRAYING. LOCK SHOWN FOR 7, ODOR JAMB TO BE MINIMUM 2,,6 STRUCTURAL GRADE CLARITY LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR NOTE'-(4) SECTION SOLID j ATTACHMENT TO SUPPOR'TNG STRUCTURE. DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS LOUVER OPTION - .040- MNMVM LOUVERS 14 MO -DEG OH DOORS YTTH OTHER FRAMES SCREWED TOCETHER WITH A MIMULM OF (6) SECTION gUANTTES ANW F0. 1' SCREWS INSTALLED IN THE BOTTOM SECTION. SEE NOTES T AND 2 ON THIS SHEET FOR GLAZING LOUVERS ARE NOT IMPACT RESISTANT AND OG NOT MEET THE REOJIRENKNTS FOR YRA-BORNE DEBRIS REGIONS OPTIC' CTE4iY INSTALLED AT THE CENTERLINE O INC DOOR. SUPERIMPOSED DESIGN PRESSURE GADS ON SUPPORTING STRUCTURE MAX I HOOOR UNIFORM LOAD EACH JAMS (PLF) L L11111 IIIN7j tAE Ko 4 A LCENp (n NO. 77945 y = STATE Of •/`' iA4e A 4676 CN.NNY ROW 160 raawT RIPE, oNm FL rt ns+a T. NN N7766I fl10FE930HAL DNOHER'I ST. PROWOEO ONLY FOR KMttG1Wu OF WWp:OW CON61RJClOV PET'A. REOUBREDVON DOOR LNo1115 LESS iFw OR EQUAL 70 12'-0'. JAMB BRACKET SCHEDULE NEIGl No, vSECTIONS BRACKETS TRACK WHJAMB) N J ioCAT' IS MEASURED BRAIS )MEASURED FROM BOTTOM O TRACK (ALL DOIENSFONS t 2-) 7'- 0' 4 6 O JB 1 JB , 34(4111), 4S-1 4 CI), Sw (JB 17'- e 4 6 FAT J9 10 , 21-3/4 (JB`. 29--3/4' JR), 42 (J6 63-1 4' .q TY- 0' S 8 O JB 3 O 34 JB7. 47-) 4 G, 58" .8 67" G3 7 JB JB). $ 7-1/4' (JB), 66' (JB), 75-1 (.% 1 n B'-cj"tGH LIFT/ROOF PITON SEE NOTE BELOW 1 CHANGES TO CENEAAL{ MAT AND CHANGED f) IAR FASTENER THE END CAPS ANC OPTION, STRUTATION911" GORED PAINT TO NUMBER, ADM IMPACT STANCE TO DOOR XET SCHEDULE FOR OPTION. ADDED LAIR X DETAIL SHEET 2 I 4/ 77/Oa H ADDED HIGH ROOF PITCH UPDATED TIME 8/ 26/10 ER31526 ED 960, AND XER NOTES 5/ 23/2017 FO OHENSON DENOTES SLOTTED BRACKET TO ]RAGE TRACK BOLT AN» NOT 1/4-LOT. i V&NNC S6' TTEFOUOAwCDW£NS10N DENOTES MCK INSTALL JAMB BRACKET IISTALLED IN BUTTERFLY SLOT. SO APOTCNAL HARDWARE NEEDED TO ATTACH TO TRACK. TALLBRACKET (MST 1 DCORS WITH HIGH LI-T, RODE PITCH, ANC/OR MAIER THAN E' IN HEIGHT NEDuRE USE O CGNTIWOUS WALL ANGLE, SEE SUPPLEMENT TRACK CHART FOR OETALS STATIC PRESSURE R111. APPROVED SIZES SCALE N,T.S. _ SIZE: A Wayne GSIGN {P$F): +25.90/-26.BC All 15g7k: DATE NAME n HEST ( PSF}: >38.85/-43,20 (MAX )N£IGHT: 6 IhiAWN 3/a/06 4RT a- B' A n 40ACT/CYCLIC RATED (YES/NO): YES MAXMA% SECnON HEIGHT. 21" P.ECKEDI 4/6/06 1 -9 GARAGE DOORS MODELS 5120/9100/9605 I SHEET I cF 2 DIV6K) N O DOOR as DRAWING PART NO. REV. eAID" IVI PENSACOLA PLOMOA 32514 t WNDLOAD SPEUICATION OPTION CODE 0230 1 318960 P10 B50 74-9a90 13 CA A03JSTAIR£ TOP PLACE V-BAR OVER INTEGRAL RB 13 CA ADJUSTABLE ATTACH BOTTOM BRACKET FIXTURE ATTACHED TO MIN THE (a) PRE -PUNCHED TOP FIXTURE TO 90FIOM U-BAR PATH (2) PRE^PUNCHED NO£5 - H04£S EACH FSHD FACING UPWARD iJ4-14x7/8' SELF ORIUJNO IN BOTTOM OF V-BAR AND ATTACH 1/HRU £ND CAP AT / OBMIPTITE SCREWS WIN {2) t/A-14x5/8' EACH END W7M {2) 1/4-14x7/8' CP.M4'TiIE SCREWS SELF OTB.IHG CRIMPTITE SCREWS i FOR STANDARD TRACK AND (3) A-14x7/8' SELF OFJ_.NG . CNMPT!E SCREYM FOR LOW HE AOAQJM TRACK (2 OF WHICH 1/ ARVWHICHE CSLOTOATTACHEDIETOPIMPACTBOTTOMBRACKETDETAIL 4 BRACKET As soMR). tQ' fi HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE A77ACHEC TO PRE- PUICHEO HOLES iN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RiS AIM MTN ( 2) 1J4-14x5/8• C W77 SCREWS. THE (8) PRE--U:K'HED HOLES EACH END USE VIEWMG HOLE IN SLOE TO ENSURE PROPER ALIGNMENT OF ROLLERS—) FACING UPWARD AND ATTACH THR'J END CAP AT EACH ENO WETH (2) 1/4-14x7/8• SELF CRAuNO CRMRPTITE SCRUMS 15 CA HINGE ATTACHED / 1-XCCo TION• U-BAR PLACED OVER TOP Rk7 ON THE BOTTOM SECTION SHALL ONLY MTH (4) 1/4-14.5/8• CRWPRTE SC2EW5 (2 OF SE AT'ACHEO 1H, ENO CAP AT EACH WINCH ARE FACTORY ENO WTH {t')) 1/4-14x7/e' SELF OFA.UNG SGAEW LOCA7E0 ON THE ATTACi£ D) V7IMPnF 8Or0MFLANGEGF THE U-EAR NQ7F, DUE TO CLEARANCES REQUIRED TO 2' NYLON SYoR+KARG NSTALL SCREWS AT THE ENDS O' NE ROLLER WITH o. 4- 1/2' STEM U- BARS, A-L U-BARS SHALL BE INSTALLED ON SEL'T7a's PRIOR TO 167ALUNO ROLLER SIZES ANO TOP aLIAILPTATNREONTHEU-BARS. SEE ATTACHLIEM NOTES ON THIS SWEET. 18 CA HWGE ATTACKED PLACE U-SAR OVER ANDATTACH. YAN ( 5) 1/4-ZOx5/8' WIN () /4RIB WIN {2) 1/4-2OA5/8' CRALPnTE SCREWS (2 OF WHICH ARE FACTCNN P> CRUMPTITESCREWS INRLI PUNCHEDHOESATATTAC- CD. J OF WHICH EACH IH7ERME0lASEcHN:G£ ARE RELO MSIMf='V INTO LOCATON (1 TAU FLANGE TOP t£ni. Ail 1 O MICH 15 EIELD BHSTALASD SY V-BAR AND BOTTOM WM/ E LEAF n7B) L THRU 1NRU PRf-PUNCHED HOLE -... - WES OF U-BAR AND W U-BAR) tNTCCRAL RB OF SEMiCM) DETAIL n 12 CA BOTTOM BRACKET TACTORY A77AD Wni PLACE U-BAR OVER INTEGRAL RB WTH 3) 7J4 14x5/8 / CRINPTTE SCREWS NOTCH DOWN TO CLEAR HRUEM BRACKETANDOCLEWTBOTENDCAP AT EACH ENO WIN (1) 1/4-14.7/8' t SELF DR0.48HG CRRMPTITE SCREW AS FOR MLPAf.7 HEStSTANCE, 51W',8H AND USE {T) 1/4-14x7J8' SELF BOR01M BRACKET MVST BE DRILLING CAIMPBT SCREW ACROSS "ME SCREWED TO BOTTOM OF THE BOTTOM U AT U- BAR WTH 2) %/ 4-140/8' SELF DETAIL D EACH PRE- JNCIREO HOLE AT EVERY MANGE LOCATION. USE (1) 1/4-204/0' DmuNG ~ 11ITE SCREWS. CR:MPI TE SCREW AT ALL OTHER SEE IMPACT 80TTCWL BRACKET PRE -PUNCHED HOLE LOCAITONS. DETAIL THIS SHEET. xJf4' MIN STNMESS 111 J i77 WS WITH STNNLESS SACKED RUBBER WASHERS " 3- t/2' '-C. MAX A E. A .$ j;'• V,LCENSF •.'yjt{I I 1/8' FAO G // I Q : ••. ' No. 77945 '•: SSO4 ,Aff I SC4ODOAC STRUCTURALSEALANT CR 7 . O E^ vIRVALENT-= i Q '• STATE Of FACER S1E3 0NA1_ LILL, wATNE . t P[ OA7137EOOJNTYRxwwsH. t0 uoLw: HOPE NHo NON- STRUCTURAL DECORATING IHNEP. MNOOw ID. fl Fti 71pH> IX 1'f I17l64 PRONLR18N5 SEAM PRTYK,D O IT FOR I WJKMATCM M M 4I. CM FWICTKW UETALB. USED CM, Y ON iMPA.C" GLAZED fCRW - 11 CA REINFORCEMENT BRACKET ATTACHED WIN (4i 1/4-T4x71W SELF XaLINO q CBMPnTE SCREWS ( 2 THROUGH BON BRACKET AMU U-BAR) ' i ETaL 1)) 1/ 4-14x7//EE SELF ORLUNIO CRNPnTE S:REH7 AT ENTER LINE O OOP4 ;IBBT J-STRUT h CPERATOR BRACKET. WE,, J- STR07 • S;.RE'WTONLY REWREO ON MHPACT GLAZED SECTIONS. SEE MOTE DETAIL F Li -EAR ATTA'"M NT ND'FA 5) SECTION DOCKS WTH (6) 3% 18 GA, 80 KS L'-BAPS LOCATED OVER iNr_'RAL SIBS AS 4) SECTION ODCPS WIN (5) 3', 18 CA, 80 KS U-8ARS LOCATED OVER iNTEGRAt RCS AS SHOWN — CHANCES TO GENERAL MAY AND Ll1ANCE0 EAR FASTENER TYPE ENO CAPS AND TON RETAINER. CM'EC CENTER "NC'_ AGE AHD ADDED V£R OPTION. HGEO STRUT 4TITCAn00 METMW w COLORED PANT 70 AIPEC NUMBER. 3/8/ LIB ADDED SUPERMPOSED JON PRESSURE LOADS SUPPORllNC UCTURE ANDAU NUMBER OF M'1RSAMOCENTCRGESREOUIREO FOR ROWER DOOR W DI E 5/ 10/06 ADDED WACT RSTAH'.E TO DOOR. k0 YODEL 810a F)ED NOTE 8 TO JE THAT LOU"", i NOT :. PACT OSTAM'. 6/ 6J07MCOFEOJAMB VCK£T SGNEOULL FDA OPTION. AOCED UHR CCK DETAIL SME£T 2. 1/17/ 08 AWED IMPACT tSTANT CR. AZINC. ED TEXAS LICENSE BER TO TITLE BLOCK. UNCEO LOUVER NOTE. REAS'£D MAX NEGHT 8'-9'. AWED HIGH r AND ROOF PITCH fCK NOTE r 7/ 22/W UPDATED TITLE BLOCK r 8/ 28/10 d ADDED 9605 N 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS M'D A BAOXERNOTES ATTACHED TTHU PRE-WNCH£D HOLES WITH (2) 7/h 14A5J6_ SC 5/23/2017 CNIMPTITE SCREWS AT EACH INTERNEMAlE HINGE LOCATTI (2) 1/4- 14x7/8' SELF DRILLING CIEMPn7E SCREVVS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETNL 8 AND D INS SNEEI). (2) 1/4-14x5/B' CAIMPTT£ SCREWS APPROXMATELY MIDWAY BETWEEN END OF DOOM AND INI£RMEDIA/ E MINCE LOCATION, AND '1) 1/4-14x5/8' CRIMPME SCREW APPROXIMATELY B' FROM EACH EHO. FOR DOOR wOvS GREATER THAN 12'-O', HERE S?RALL BE A TVTAL OF ( 20) SCREWS AITACWHO EACH U-BAR EXCEPT BOTH U-8ARS ON BOTTOM SECT" SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WD'HS LESS 7HAM OR ECUAL TO 12'-O'. THERE SHNI BE A TOTAL OF (18) SCREWS ATTACHNG I EACH U- eAR EXCEPT BOTH U-BARS ON BOTTOM SECTICN NON-STRUCTURAL DECORATIVE SNAAd. HAVE A 70TAL OF (14) SCREWS EACH. OUTER WINDOW MM 2. VIM THE EXCEPTHOFI OF THE (4) PRE -PUNCHED HOLES IN 1 / 4' PCLYCARBOHAI£ THE TOP O' EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (8) PRE -PUNCHED HOLES IN THE BOTTOM Of EACH M USED :FOR THE A17AO UCNT OF THE TOP FIXTURE AND UNLESS NOTE OTHERWSE ON lMS S-CIFlCATOH DRAWINIC, ALL PRE -PUNCHED HOLES N ALL V-BARS SHALL BE 1 ATTACHED 10 TIC• DOOR Y47-1 1/4-IW/5- ~T,7 SCAEWSY LJ'1 118 CA U-BARS SHALLL BE STAMPED -46• APPROXMATELY 8' FROM EACH END. Wayne Dalton. GARAGE DOORS to DVTACN OF OVERHEAD 000R DO DETAIL £ 30B3 ADD" DRIVE I PENSACGLA FLOWA 32314 MODELS 5120/ 9130/9605 SHEET 2 OF 2 ORA-_NG PART WJ REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 F10 13 GA MIN I CONTINUOt WALL ANG 1 SPLICE PLATE LOCATION o SEE SCHEDULE 11 GA MIN 14" CLIP SEE SCHEDULE MAX 13 GA MIN 1 CONTINUOUS WALL ANGLE 12" MAX 2) 1 /4" X 7/16 SEMI TUBULAR RiVITS- 12" SEE CLIP DETAIL MAX 11 GA MIN CLIP SEE SCHEDULE— 12" \ > MAX I CLIP LOCATIONS RSJ 0.28" MAX SEE SCHEDULE 12' MAX TRACK 13 GA MIN i CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR N,` IIt111111 WELDED. SEE DETAILS THIS SAGE. ENE JA Q iiN. .\ ..... . Owl:.• S..ICEN •.2 NO.77y45 SrATe 40RIDX E N PE 4575 CDD 1604576ItNhROARDAM MDUNT r+DPE. 11Tk E 117aaaEEPCC ENC!NEOLOA SEAL RDYOED ONTNEER' vFRItTCATON F N'MDLOAD C+7NS7RUCi10N f2'ARORERIMATON .iL& TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF 9'-O" F46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 13'-O" 46.0 PSF/-52A PSF a D AG gOR% 1ton- 3395 ADDISON DRIVE PENS 850)A474FLORIDA 32514TRACKSUP(— L E V { E I N T CHARTSUPPLEMENT REV)S)ONS P2 2 INCH j TRACK —GIPS —TEXAS IliWALLANGLE12FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE j PRESSURES TO 446.00/-52.00 PSF FOR ALL DOOR W1OTH5. CHANGED 'TEXAS WALL ANGLE' TO 'CONTINUOUS WALL ANGLE. ADDED I SUBSTRATE MOUNTING # DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANCED FORMAT, ADDED MODELS 98CO AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 PS UPDATED MODELS LISTED 1N CHARTS. UPDATED SPLICE & CLIP SCHEDULES. { DLP 9/06/07 I P6 UPDATE MOUNTING DETAIL CRAWINCS. CRT 10/05/07 P7 UPDATED CHARTS TO EJMINATE THE USE OF 1 THE j" CLIP {REPLACED WITH #9 ACRCSS THE 04/11/08 XPANDED 1-1/2' TO 18' DOOR THICKNESS 2T UP TO 14' HIGH. 12/11/D8 UPDATED TITLE K 5/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE X. 5/15/17 SHEE? 1 OF 2 DRAWNG PART ND. REV. 307494 P11 2... 3/4" i1" P2 2 CHViSIDNS EDGE IST TRACK -CLIPS -TEXAS WALL ANGLE 12 F007 UPDATED 9PJ 6/11f0311/ C 1/82-241E60XXMIN. 24 P3 U FORMAT. CREASES ALLOWABLEPRESSURTO FOR MIN3/16• THICK ALL DOOORgWlOTHSSF STEEL FOR MOUNTING NGLE" T 'CONTINUOUS 5/16" x 1-5/8" i iWALL ANGLE WALL ANC. ADDED StJBSTfiATE MGUNTNO LAG SCREW OR j DETAIL. EN cANNCHORGED s EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 NO. 2 TRACK CLIP 4 CHANGED FORMAT. ADDEO MODELS 980C SPF (G=0.42) OR - - AND 8024 WTH OVERLAY BETTER AT EACH 1/4-20x9/16" TO TRACKCU P HOLE OR PAIR OF TRACK BOLT AND GIRT 3/21/07 HOLE LOCATIONS-` 1/4-20 HEX NUT P5 UPDATED MODELS JSTED M CHARTS. UPDATED SPLICE do CLIP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL X?E9DULE$. 07 2 3/4" OPTIONAL: WALL ANGLE MAY BE P6 UPDATE MOUNTING DETAIL DRAWNGS. MIN EDGE DIST ATTACHED TO SUPPORTING STEEL GRT 10/05/07 WITH MIN. '1) 1/4-20x7/8" SELF a1MINATE T ZED USE OFG DRILLING SCREW WITH 1" O.D. THE !6 CUP (REPLACED WASHER AT EACH HOLE OR PAIR OF WITH #9 ACROSS THE SCARD). 1 HOLE LOCATIONS IN LIEU OF WELDING OUR 10/24/07 III a 4. < P8 UPDATED STEM A MOI:NTING DETA;i iMRD 04/11/08 9 EXPANDED 1-1/2" TO DOOR THICKNESS ICHARI"UP 7014 GRT 12/11/OB P10 ADDED MODEL 6700. 3/8" SIMPSON TITEN HD, UPDATED TITLE BLOCK IGRT 6/2/10 2-3/4" MIN EMBED INTO PI, UPDATED TITLE MIN 2000 PSI CONCRETE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR CRT r/15/13 OF HOLE LOCAT'.QNS ! P12 UPDATED TITLE WALL ANGLE \>> JJ ,O///i SC 6/15/17 1/4-20x9/16" Q' •-.-. TRACK BOLT AND •' >10ENSF .,/ CONCRETE MOUNTING DETNL 1/4-20 HEX NUT 40. { Z' TRACK CLIP Z yi No, 77845 Q STATE OF S 01VAL t C\`. l,%\ Wayne OA7E NAME GRTDalton" DRAWN CHECKED 3/ 21/07 B/27 /O7 MR DWAttg . rcORNla,, PE 076 OWNTY RCAD 160 1• GARAGE DOORS SHEET 2 OF ZMOUNTHOPE, Ow0 R 1' 779.5 . PE 117L66 C%, ( 3395 ADDISON DRIVE DRAW{NG PART NO. REV, PROfESSONAL ENaNEER'$ SEAL PROVOEC a+Y Fw TR ty/ TRACKAC SUPPLEMENT PENSACDLA. FLORIDA 32514CHARTVERUICA110NOFWWDOADZMTROCIIONDQTA'L5. 1 t \ 850) 474-9590 07494 P11 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIOA 32514 350) 474-9890 P. LACEN&, ti No.77948 * 0 STATE OF SS •'<O ..OP 01VAL 1eN..``. DWAYMi J. KORMSN, PE 4576 COUNTY ROAD 16C MOUNT HOFE OIDO FL PE 77M TX PE 117868 PROFESSIONAL ENCHMWS SEAL PROVDED ONLY FOR VERIi10A'iDN OF MNOLOAD CONSIRUCTiCN CE.AKS. 6' MAX. MAXIMUMSPACING 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2.4 STRUCTURAL CRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FiLLEO CMU, TYP. MINIMUM 2x6 ,T3 HEADER LOCK MINIMUM SOU71iERN PINE BRACKET SOUT)AFF LUMBER. 4' 4" l 2-3/4' 2) 3/B- SUPSON 71TFN HD SCREW ANCHOR WITH A 1 1/4- WASTER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETP3L1 MINIMUM 7500 PCI CONCRETE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS, i 1 I. DOOR HEIGHT 3 DOOR WIDTH LOCK MINIMUM 2.6 13 ¢ HEADER LOCK SOUTHERN PINE jBRACKET 1 4 . 1-1/2" 1 1-1/2" J L (4) 3/B" SIMPSON TITEN HD SCREW l-(4) 3/8" DIA. LAG SCREWS ANCHOR WITH A 1-1/4- WASHER AND W71}i 3-1/4" C.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAG SCWAS SHALL HAVE A 2-3/4' AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4. 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL 3 MINIMUN 7D0 P r FILLED QMU NOTE' MAXIMUM CESIGN LOAD NO MAXIMUM E91 OAD CAPACITY OF 2400 LB$. CAPACITY OF 24-AC LOS. REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 NAME AWNI o z4 • i 1 UN i SHEET I OF 2 IC.ECKEDI JAMS CONNECTION SUPPLEMENT DRAWNG PART NO. I REV. 324620 P16 Wayne Dalton, GARAGEDOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 DWAYNE A KORMSII, P£ 457E M.1Y ROAD ISO MOUNT HOPE. CMO R PE 77945 TX PE 117964 PROPTSSIONAL D*04-„R'S SE L PROVIDED DM•Y FOR VLRIFTC nON OF MNDLOAD CONSTRUCTION DETAILS MIN 2500 PSI CONCRETE NOTE. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE, DESIGN 2 3/4- OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE e QQ d 3/8• SIMPSON JHD,2-3/4• MIN EM6. BETWEEN JABRACKET LOCAJAMBBRACKET I/4-20x9/16` TRACK BOLT A1/4-20 HEX N TRACK NR.fQT CONCRETE MOUNTING DFTAII 1 KOR risF•• 4 No.77945 gTA E 01 FCpy219;''••(i` r SS/ONA\- MIN 2 x 4 SPF {C+0.42) OR BETTER WALL STUD TE' NOMAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SLPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE- ------- \ 5/ I6" LAG SCREW wITH 1- 9/32- EMBED IN CENTER OF STUD (' 1 1/4•) FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/ 4-20x9/16• TRACK BOLT AND 1/ 4-20 HEX NU TRACK DIRFC" VAIM MCAINTING DFTQ MAX 420 1 AR PER LAP FASTENER SHEET 2 JAMB CONNECTION SUPPLEMENT REVISIONS P17 UPDATED TITLE BLOCK ESC6/15/17 DATE I NAME J 4 0 13 1 CRT Eo DRAWNG PART N0. REV. 324620 1 P16 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approval USER: Public User Product Approval Menu > Produapr Applltl i Search > Application List > Application Retail FL # FL19715-R3 k Z Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19Z15 R3 QQI COI Silvg_rji i SS 2017-06-14.n f Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzk 1 hGufBV5nRNMfo[DM5dhG310CYhzgZSGo 1 vg%3d%3d 1/2 1/2/2018 Florida Building Code Online 11 Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 FL # Model, Number or Name Description 19715.1 i Series 2400/4900 Single Hung Extruded Vinyl Single Hung Window 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 i 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 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. Installation Instructions 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 Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19715 R3 11 5WDQIOO SS 2017-06-14.pdf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12715 R3 AC EER4805 55 2017-06-14.odf Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window Installation Instructions FL19215 RI 11 5WD011 5S 2017-06-14.odf Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports f Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Cooyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here_. Product Approval Accepts: Credit Card Safe https:/lfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, THE NUMBER OF :NSTALLA', ON ANCHORS DEPICTED D THE MINIMUM NUM6ER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. A. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 11/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS J.£„ WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE ;NSTALLATON ANCHOR TO THE NEXT, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 9/$INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION; FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 200 COMMON NAILS OF U I TENT LENGTH TO ACHIEVE 1-1/2 INCH MIMMUM EMBEDMENT INTO WO00 SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE P8 S£IF•T,APPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 I PEN N BEYLA ONOMETALWALLINSTALLATIONSHALL MAINTAIN MIN. 3J$" £DG£ DISTANCE. 7. THROUGH FRAME INSTALLATON: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I•I/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BULL TO CONCRE T E/MASONRY, OR OIRECTLY INTO CONCAETE;MASONRY, USE 3 261NCH DIAMETER ITW TAPCCINS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINiMVM ( MBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE P10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL, 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. i11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MAME AL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE Of BLOCK Oct EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK 13. INSTALLATION ANCHORS SMALL BE INSTALLED A ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC) FIED BY THE ANCHOR MANUFACTURER. 14, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERT':ER A. WOOD • MINIMUM SPECIFIC GRAVITY Of 0.55. 8. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3DDD PSI. C. GROUT-FJLLLO CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO AS' M C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 1000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KS1, MINIMUM WALL THICKNESS OF 47,8 MIL 10.0478" or 18 GAUGE), MIN, In" EDGE DISTANCE, F, ALUM.INUM - MINIMUM. ALLOY 6063-T& MINIMUM WALL THICKNESS OF I/ SG". MIN, 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVNZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOW;NG: AAMA/ V7DMA/CSA IOI/IS.2/A440-MlI 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION I$ THE RESPO:68JUTY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT Of INSTALLATION. 3. 2X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS OESCRJB£D HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HERE W, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON4WKZ AREAS. IN MVMZ AREAS, ONE TIME PRODUCE APPROVAL TO BE OBTAINED FROM MAMI-DADE RER OR AM), S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD COMPONENTS SMALL HAVE BEEN PRESERVATIVE TREATED OR SMALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 8. GLASS MEET$ THE REQUIREMENTS OF ASTM E 13M GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS, TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A 6ENErtnL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NA% FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK 4'T'STAL-LATION, 4 6LAZT.NG DC. AIL MAX OVERALL SIZE CONFI6. DESIGN PRESSURE MISSILE IMPACT RATING iWIDTHME16HT36' 84- OM 35 / -35 PSF NON IMPACT 38' 66" O/X 50 / -50 PSF NON IMPACT 38' 74" 0/X 50 / -50 PSF NON IMPACT 38' 1. O/X 351.35 PSF NON'-MPACT 44' 62' O/X 50 / -50 PSF NON IMPACT 48- 72' O/X 35 / -35 PSF NON IMPACT 48' 84" O/X 20 / -20 PSF NON IMPACT 52, 72- O/X 25 / -25 PSF NCN IMPACT 3W j 83.75, OM (ORIEL) 35 / -35 PSF NON IMPACT I 48- 96" O/X (ORIEL) ZO / -20 PSF NON IMPACT 72' 62' G/X-O/X 35 / -35 PSF 7Z" 84" O/X-O/X I -35 / -35 PSF ACT76' 6Z' O/X-O/X 50 / -50 PSF E;ACIiMP ACT 76' 72' O/X-O/X 50 / -50 P5f IMPACT 76, 77' O/X-O/X 251 -25 PSF NON IMPACT 80' 74• O/X-O/X 351 -35 PSF NON IMPACT 94' 74" O/X-O/X 30 / -30 PSF NON IMPACT 108" I 62" O/X-O/X-O/X 50 / -5C PSF NON IMPACT SOB' 72- O/X-O/X-O/X 50 / -50 PSF NON IMPACT 106' 84- O/X•O/X-O/X 25 / -25 PSF NON IMPAG7 OU# y %good )q Her—b F. N4 o, P.E. I-* P" "°r.*" " FL#: FL19715 DaIP:2017.06.15 11 11:06 -04W 5 SilverUne] t, ATdersen 1 I Eni 00r%•D4411f U)$ W53tKIIiCK ANtiJHW 1HJivtiDdi0: M. L7S.'I A ," KF/11111t1iLLt R w- xi Z Trn ', SSA mZ jo Q p;y O v N DWG #: SWDO.02 SHEET: 1 OF 6 MAX. F HEIGHT i i T— i 1 MAX, FRAM HEIGHT 9! I MAX FRAME WIDTH 48" ELEVATION SINGLE HUNG WINDOW RA MAX. FRAME WIDTH 9V 8 E 4 ' 5 i 5 4 7 4 I t ME 74" C t X X. I--- I A 0 4 s ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 RATINGS. SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902.4802 RATINGS, TWIN UNIT CONFIGURATIONS MAX FR, HEIGHT, MAX FRAN HEIGHT 9E MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108" TRIPLE SINGLE HUNG WINDOW Silverline tilldClXll 3 rggTH Bath: WSKK, NS 4t'i62 hx ()9:i a)T XGO 8xz N () " v LL a m A G N Lu m A ? i a tnutlLtLt s 4' T Z -- p a S S u 2 o Q DWG At: SW0002 SHEET: 2 OF 6 2• MAX. FROM CORNERS IS" MA) O.C, 1 1-11" MAX. O.C, 2" MAX. FROM 41/2'MAX CORNER., l 1 O.C. 4 1/2" O. 2• MAX. FROM CORNERS 1 an..r. u•wa'rsaa nF 2"MAX, tc of .woso.eo.wAlc e' o c FROM CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW MAX. FROM 20" MAXFICORNERSO.C. 6" MAX. FROM T17 't CORNERS T— i 20" MAX. O. C. L 6" MAX. FROM CORNEAS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW MAX. J 1 16 1/2' MAX O. C, I 6" MAX. i FROM — CORNERS T{ Imo_ 4 1/2" MAX. O. C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW P MAX FROM CORNERS 6" MAX. O. C. 1 1• MAX. FROM CORNERS 1 16 1/2' MAX O. C, I 6" MAX. i FROM — CORNERS T{ Imo_ 4 1/2" MAX. O. C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW P MAX FROM CORNERS 6" MAX. O. C. 1 1• MAX. FROM CORNERS I i W MAX FROM J— 2 3/4• MAX CORNERS j rOC Ii T— i 161/ 2" MAX. O. C. 1 ANCHOR STRAP 6- MAX. 7— P/ N 50-2995-2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW 6" MAX. O. C. ANCHOR LAYOUT NAIL FIN - TRIPLE "GLE HUNG WINDOW t 72" MAX, O. G. ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line etn,' IICjCHSE'F1 g741 OK suq-lw mm TM sau+swla. w cr az m, 2>.nmoo O 8 z r- h N Z8, DuLL w = Z Lu 0 i w a` v w 4 ^ p of T + n y J Z K O p u40 H 4 w of Ci t p Luj E3 5 lllNUltlttt` R I, 3 = S u 2 N6 # i SW0002 1EET: 3 OF 6 CONCRETE/ MASONRY 1 2/2" MIN. BY OT14ERS EMBEDMENT '..' Silver Line CAULK BETWEEN b.' CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS ° • n 2X WOOD BUCK BY OTHERS _ SEE SHEET 6FOR - -" R 3/8'MIN. CONNECTION DETAILS EDGE DIST. 014 :n.tw.:rt MIA B WOOD SCREW — INSTALLATION ANCHOR ira7.n.woo EXTERIOR FINISH H BY OTHERS 1/4" MAX. MIN- 3/9" EDGE DISTANCE 1/4' MAX. 2SHIMSPACEPERIMETER / \ SHIM SPACE SEALANT O-A, BY OTHERSUNITw = x HE GHT / l SASH EINFORCING - a S v ; nEXTERIOR { INTERIOR SEE SHEET b FOR R QUIREMENTS MIN. 3 THREADS w v SEE GLAZING PENETRATION BEYOND ,n C p -' Z ,c " f• DETAIL SHEET 6 i METAL STRUCTURE Z Z Z Boa41 SEE GLAZING #B GA. 5 SELF -TAPPING SCREW a i DETAIL, SHEET 6 INTERIOR j INSTALLATION ANCHOR - iMETALSTUDBYOTHERS, SEE SHEET 1INSTALLATION, 'K , Q g VERTICAL SECTION NOTE 14 0 HEAD - 2X WgOD BUCK I EXTERIOR FINISH NAIL FIN - - BY OTHERS w Z SEE GLAZING EXTERIOR PERIMETER SEALANT Q o d DETAIL, SHEET 6 ` BY OTHERS ...{. O.A. m i EXTERIOR 1, UNIT 1-4 O.A. Ii INTERIOR WIDTH > v O UNIT Lu w HEIGHT PERIMETE l . HORIZONTAL SECTIONSEALANT I BY OTHERS t\ 1/4" MAX. — JAMB • METAL STUD i 1 EXTERIOR FINISH } SHIM SPACE NAIL FIN ii BY OTHERS 1 ! i F 8 WOOD SCREW A.- 3/B" MIN. L„r INSTALLATION ANCHOR .. - EDGE DIST. X WOOD BUCK BY OTHERS • = r- SEE SHEET 6 FOA CONNECTION DETAILS a •• ` CAULK BETWEEN .' • a 1/2' MIN.BY OTHERS MASONRY ONCR_c TE/ MASONRY d ZX WOOD BUCK BY OTHERS EMBEDMENT00 pca 3 2= v 2 VERTICALSECTIONa /' SILL -2X WOOD BUCK DWGG#: 17 {^, NAILFIN - S W C) 0 V SHEET: 4 OF 6 910 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY 3J4" MIN. - EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS BY OTHERS SEE SHEET 6 FOR 1/4• MAX. CAULK BETWEEN s .. +I CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CONCRETE/MASONRY BY OTHERS 7 c SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS PENETRATION BEYOND METAL STRUCTURE SEE GLAZING IN. 2/2" EDGE DISTANCE 1 I/2' MIN. DETAIL SHEET 5 \ EXTERIOR FINISH EMBEDMENT I BY OTHERS INTERIOR I U4" MAX. 410 GR. SSELF-TAPPING SCREW j PERIMETER SEALANT SHIM SPACE L INSTALLATION ANCHOR BY OTHERS / r METAL TUBE/STUD OR APPROVED 1 MULLION 8Y OTHERS, O.A. EXTERIOR J y / INTERIOR 1 / I SEE SHEET I INSTALLATION UNIT ` HEIGHT NOTE 14 SEE GLAZING, PERIMETER SEALANT DETAIL. SHEET 6 j EXTERIOR BY OTHERS E VERTICAL SECTION 5 HEAD-2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 1 EXTERIOR O.A. UNIT HEIGHT I PERIMETER SEALANT BY OTHERS INTERIOR ANCHOR STRAP, AT TWIN d TRIPLE CONFIG, ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50-2995.2)- DETAIL AT i RIGHT FOR INSTALL. REQ. 1/4" MAX. f- 1 SHIM SPA i EXTERIOR FINISH V4,1AMIBYOTHERSa- EMBEDMENT PRECAST SILL ' . •' i a 1 BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR a-n- 13/4" MINT ° EDGE DISTANCE VERTICAL SECTIONTE/ SSILL -CONCREMASONRY THROUGH FRAME O. A- VNIT WIDTH F\ HORIZONTAL SECTION AMR- METAL TUBE/STUD OR APPROVED MULUON THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FRa FRAME, HOL TO ACCOMOD 0. 0620 CE HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (PIN 50-2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. SilverLine it T. a Tvc.1 k aawK,wiac, w ci na: rv7 r sooC — 2 0 3 "' y 00 Oyu "' Z K x V V Z-m t _ v to zm e 2 O K K mID d KO oI ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3116" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B, FOR INSTALLATION TO METAL STUD, USE (4) 410 5ELF-DRILLING SCREWS, GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 1/2" EMBEDMENT, MTN. I" EDGE DISTANCE, u> ry orno5 coZ p T 4mae LL z vu Z nDWG #: SWO002 SHEET. 5 OF 6 VERTICAL SECTION MEETING STILE INTERIOR INTERIOR 7 'SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REI11IFORCIN6 SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQUIREMENTS. A HORIZONTAL SECTION INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING $XZE/RATINGS: 48 X 72, (0/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (OIX), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/• 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X $4, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRE55VRE -/-50 PSF c - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF ySTEEL INTERMEDIATE FRAME 'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 P5F NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. 5/ 3" OA, I,G. GLASS EXTERIOR / INTERIOR s ! MIN. GLASS t SITE 1/2' L 1/ 8" SETTING BLOCK i GLAZING DETAIL 1 NOTE: I, 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 15 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 ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT I WINDOW FRAME, i BY OTHERS 1 1/4' MIN, EMBEDMENT 1 1/2" MIN. EDGE DISTANCE r MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLiw w a:nx+sma w Acrs a* fr,l vrroao T T mNa0w N Z2.rYz <Z GtpvShQOW6 4: 5W[) 002 SHEET: 6 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Y'roduct I N, 'Iluation fzeporl Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -impact) for Florida Product Approval F LJ1 FL 19 7 15 Report No. 4875 6'h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product DirneRSiOHS: I — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Siker Line 1'kjijdhlo 11'rodlicts One silverline Dr. North Brunsivick, N'.J 08902 Prepared by: lcrmfe' 1"' NorvroPJ"_ Florida Professional Engineer 0 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' 0%% J11111111 //., S F. 0 e' 0 7 Z So % 0 Hermes' low P. E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1d 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 6" 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 6"' Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 @/A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL19715 Date: 06/ 14/2017 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: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Referenced Data: 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 MA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use t#8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use ##8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use 1#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use t#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1 /2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Sear bol I.Op" Product Approval USER: Public User lr,,tr Product Apl royal Menu > P > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@alum inumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com 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_FB v n 4 T4 fi final.odf Referenced Standard and Year (of Standard) Standard year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code mm' Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu°/p2bwcrWmooed2jQ%3d%3d 1/2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL 12194.1 Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions p4M Q43 flIls 1, R51F Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports F1.1 L 4_R6 Er_A.LQ..SQQ..__t3I? F4 vs?10 t!ar1.R 62g_rk.Q4_. S ffi s fnaF Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi< supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: k.;e W BCi.Ck Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQvvtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 Certificate of Authorization No. 29824LC"R E E K17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LL_C (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 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein ALUMINUM COILS, INCCREEK9Soffits TECHNICAL SERVICES, L.I....0 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 Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12 54Ll I LidEL ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. NS' .FS io f No 74021 STATE OF W 1 0 N A' CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 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. F CREEK TECHNICAL SERVICES, L-L-C APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0,42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 Page 1 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. ALUMINUM COILS, INC Soffits Appendix A d. 16" Q4 Soffit— 8-inch o.c. Fastener Location I— Fastener Fastener Location X1 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-# A roved 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/16- 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 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer Shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3!8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. aced 8-inch o.c. spaced head diatrip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 16F- 1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0. 072-inch diameter finishing nail with min. 3/16- 53.3 12- inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 4- inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One min. 1 ia. inch long x 0072 inch ddia. xmin. 16F-3 16-inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16- inch head dia. trim nail 25.6 inch o. c. O.C. spaced 36- inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48- inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FEE TECHNICAL. SERVICES. L.L.0 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood 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. Y CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wail Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in in1) m. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. chinch ailsanknilha x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga, anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail wish min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood l eg staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 1 TECHNICAL SERVICES, LL.0 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg stance spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank n inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24 inch o.. c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each battenirafter 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. i'/,- anchored to ga.114-inch crown through the rafter spaced 16-inch o.c. inch crown x 1- nch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d ringg pattern spaced 16- min. 2.25-inch x 7d securingeach panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L-L.0 ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoveD SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 1"'. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAiNTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. y GREY TECHNICAL SERVICES. LLC IP49Pa No. ( Installation Detail 3/4- X 1/4' -i CROWN STAPLES USING A DIAMOND PATTERN I F— CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN E 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER i' ', SOFFIT STAPLE DIAMOND PATTERN DETAILj3/8' lE7V£EM1 STAPLES/ FACIA BOARD i 0 3/4' X 1/4' CROWN STAPLE '8' ON CENTER SOFFIT- Max . 12 - i nc h span 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STIPPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 31W NErWEEN SOFFIT STAPLE ST DIAMOND IDETAIL. L3/r PATTERN FACtA BOARD KTWM / STAKES 3/4* X 1/4* CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 Tj--CHIANNEL 3/4" X 1/4" CROWN 1-3/4' TRIM NAIL FACIA BOARD 1-3/4- TRIM NAIL STAPLE W ON CENTER PAINTED S.S. screwed to soffit with one(!#8 ) x PAINTED S.S. 48^ CIA CAP 1- N 3/F, . head O'C. diameter screw, 3/4- X 1/4- CROWN STAPLE SOFM—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 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 1111' TRIM HAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP 1-z- CROWN STAPLE OPEN RAFTER i t'— - FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 i DETAIL FASCIA CAP, REFER I To SOFFIT b FASCIA F' C4ANNEL I DETAIL E SOFFIT, MAX. 1E' SPAN MASONRY-" I 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. System No. I Installation Detail 16F-3 dia rail ,;ti. min min. 97"i 1 _ ,. w+ II "mil 7 ?f a ly: v _ . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL 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. r CREEK TECHNICAL_ SERVICES, LLC System No. I Installation Detail i[RiM 3/4' X 1/4' -, CROWN STAPLES USING A O"OND PATTERN I F— CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN CMIIIIIIIIIIIIIIII` 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. OPEN RAFTER FACIA HOARD ma 3/4' X 1/4' CROWN STAPLE "8' ON CENTER SOFFIT —max. 26-1'nch span ALUMINUM COILS, INC Soffits Appendix B 3M > SOFFIT STAPLE DIAMOND PATTERN DETAILI 3/8' XWEEN I SIAPLEs , 1 1 P FACIA HOARD FASCIA CAP x 1/a' WN STAPLE 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 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. FEE TTECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-q- CROWN STAPLE OPEN RAFTER fi FASCIA BOARD 1-a}^ CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO J SOFFIT STAPLE 16F-6 DIAMOND PATTERNDETAIL t_.......__W. FASCIA CAP; i0 SOFFIT 8 FASCIA 3.. DETAIL f" CNANNEL SOFFIT; MAX. 74" i SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 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 NAIL) PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B f 31 W, j', SOFFIT STAPLE I j L— DIAMOND PATTERN D ETAI L FACIA 9OWD ', 3/ X v+i S7MLCS 1 IAACIACAP 3/4' X 1 /4' CROWN STAPLE `8" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT 06M FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0na:1 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I }- TRIM NAIL FASCIA BOARD i PAINTED S.S. 1 r- i,--FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I-q- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL i I j I TRIM NAIL FASCIA BOARD 71 PAINTED S.S. SOFFIT & FASCIA I I DETAIL 24F-1 & i 24F-4 ROWN STAPLE FASCIA CAP: REFER TO SOFFIT 3 FASCIA OETAIL A\ i NaR., 1"x2' SYP f-CHANNEL I 8aiten Authored to Rafters with one 7d SOFFIT; MAX. 14" i II Ring Shank Nall at wppD SUBSTRATE------- C UBSTRATE every Rafter 1 - I 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. w CREEK TECHNICAL .SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1P- TRIM N PA fASLw BOARD PAINTED SS. 1-7j- SMOOTH SHAMS FASCIA CAP ROOF NA1L5 i SOFFIT S 1'' CROWN STAPLE j 9 " TRIM NMI, FASC#A BOARD 13 PAINTED S.S. SOFFIT FASCIA 24F-2 & DETAIL 24 F-5 1-xJ- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT S FASCIA OETA#L Nominal 1-x2- SYP Baifeo Anchored to SOFFIT; MAX_ 24- F-CHANNEL Ratters r4h one Id Rmg Shank Na4 at every Rafter WD00 50857RA7E 3 ALC15001.3 FL12194-R6 Page 10 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. µ . CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRW NAIL FASCIA BOARD PAINTED SS. 146A T-NAILS i i FASCIA CAP SOFFIT i; CROSJN STAPLE 1 TRW NAIL FASCIA BOARD I PAINTED S.S. SOFFIT & FASCIA I DETAIL 24F-3 & 24F-6 1`.1- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL i Nsminal 1"x2" SYP j Ba!ten Anxhored to SOFFIT; MAX. 24' F-CHANNEL Rafters -th one 7d R3a9 ShaPk Nad at eery Rafter MASONRY i I ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FLEE TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA BOARD PAINTED S.S. t"x>i" CROWN I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED -- JJJ 1-.J- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 SOFFIT & FASCIA I TRIM NAIL DETAILPAINTEDS.S. 24J-1 & _ r`q} CROWN STAPLE 24J-2 _-_ FA I SOFFIT , REFER TO FASCIA / DETAIL Nm nal 1" z 2' SYP battens 8,. secured between rapers and SOFFIT; MAX. 24- 3 /8 CHANNEL secured min one { t } 70 ringshan thlov nail str lter Vo to -- tnrovgh the taper Imo tt+e end WOOD SUBSTRATE of the batten or two {2) 70 nng shank nails toe-naited on ether side of the bittern at the battentrallet rmersection / I SOFFIT STAPLE DIAMOND PATTERN ALC15OO1.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is 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 1, 11, 111, 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.1t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller. but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits 'in'Ex osure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 1 -43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 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, CREW TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in. Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed ' mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 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 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 3&0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17A 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure Building Type Zone Mean Roof Hei nt ft Basic Wind Speed h 920 130 14€} 150 160 170 180 190 200 20 2&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 1 -70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 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 Enclosed 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" -L r-- 3 / 4" — 1/8" HEM 15/8" I I T i 3/4" 1 3/8" 1 ISOMETRIC VIEW 310 'M1l LC ISOMETRIC VIEW 3/8- PROFIIE 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. CREEK TECHNICAL SERVICES. LLC Fascia 5 3/4" 7/8" ALC 15001.3 1/8" HEM 6"FASCIA 7" BLANK 1/4" FL12194-R6 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 C 2-' 7YP 0 125- is P 18* BLANK 3 / 8 PROFILE ID UJIUL U 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 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" -7/8"_ 1 - 3 11/8" 7/8- 3 1/81, 5/16" F 1/2- 2'"' 1 2 1/21, L 3/ J/ 3/8" 13.75" BLANK 3/8" PROFILE G. 12ti Boa aa 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. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL. SERVICES, LLG (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 9ALUMINUM COILS, INC SoffitsCREEK TECHNICAL. SERVICES, LLCE PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. w 4. a itifULLSLM 18"CENTER VENT lf" QUD PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12" §QLID PANEL ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PpY R. • ARFJ. No 74021 51 ' STATE OF W 0 R• Q N A, EC w. CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 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. T 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 LwITATIONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 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 lF Fastener Fastener Location 1Xl 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-# Approve 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 W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001. 3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLI ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J 1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 1617-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0072 inch dia . x min. 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL "SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8 finishing nail with min. 78.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min 2 25 each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16-inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. Y.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %<- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch ox. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLI ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12 F-3 FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page of12 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, LLG ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail sre$TAPLES , SOFFIT STAPLE OPEN RAFTER ,' 3/4' x 1/4' ; ; DIAMOND PATTERN t DETAIL. CROWN STAPLES j i USING A DIAMOND are OErvEE), sxaats i PATTERN FACIA BOARD FASCIA CAP 12 F-2 CIA BOARD3f4' X 1/4' CROWNIN"AJL, 8' 11-3/4' STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' CAPINSTALLEDWITHTHEO.C. FASCIA NAILING FLANGE UP OR'X t/4' DOWN WN STAPLE SOFFIT-max. 12-2nch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 System No. I Installation Detail 12J-1 OPEN RAFTER 3/4' X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN u J—CHANNEL 1-3/4- TRIM NAIL screwed to soffit PAINTED S.S. 48' whiz one(3) #8 x 1/2" X 3/9" knead O,C. diameter screw, 36` O.C. SOFFTT—rnax. i2-inch Span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE L ' DIAMOND PATTERN D ETAI L. FACIA BOARD lIET aE£N I ASCIA CAP 3/4' X 1 /4- CROWN STAPLE W ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. 061W 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. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TA" NAIL i / FASCIA BOARD PAIN TEU S.S. 1I FASCIA CAP SOFFIT I-.j- CROWN STAPLE OPEN RAFTER E FASCIA BOARD E 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F" CHANNEL E it SOfFIT; MAX. 16" SPANI 4 i 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. ir REEK TECHNICAL SERVICES, LLC No. I Installation Detail i111 C. .'J ! Or FASCIA SUP BOARD FASCIA TRIM L- SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL 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. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER I ; DIAMOND PATTERN DETAIL_ LCROWNXTAPCROWNsDIAMOUSINGADIAMOND vas fEtvcv+J STAPLES i PATTERN FACIA BOARD FASCIA CAP 16F-4 FACIA BOARD 1 3/4" X 1/4" CROWNJS.& a" STAPLE ON CENTER 1-3/4' TRIM NAIL P' F" CHANNEL CAN 8E PAINTED S.S, 48" tNSTALI£D WITH THE CAP O.C. fASC1A NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD S 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. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I NAZI FASCIA BOARD PAINTWT£U Ss. I FASC}A CAP SOFFIT 1"Xj- CROWN STAPLE OPEN RAFTER l FASCIA BOARD 1"xj" CROWN iI STAPLES SOFFIT FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT X FASCIA DETAIL 8 f" CNANNEL SOFFIT; MAX. 15- SPAN WOOOJ 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. m CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4" X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ANNEL — 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 1_5-anch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 1 SOFFIT STAPLE u, DIAMOND PATTERN DETAIL1I FACIA BOARD 3/9 KTW MI STAPLES / i ASCIA CAP 3/4" X 1 /4" CROWN 1 _3J4" TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" x 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAIL i FASCIA BOARD PAINTED S S. E 1-xi- CROWN FASCIA CAP STAPLES ( SOFFIT USING A DIAMOND j PATTERN; REFER TO 1-4- CROWN STAPLE SOffiT STAPLE DIAMOND PATTERN I f O£TAIL li I 1 TRIM NAIL PAINTED SS, FASCIA BOARD i i SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 3 i"xj' CROWN STAPLE ii fASCIA CAP; REFER TO SOFFIT i FASCIA O£TAIL Non" Batt" BattAmhoreo to 3/ 8 f- CHANNEL rs dh a I Raftarxvi7oneOSOFFIT; MAX. 24' I Pmg Shank Na,I at eery Ratter WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. y CHEEK TECHNICAL .SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No, Installation Detail 11- TRIM NAIL I FASCIA BOARD PAIN TEO S.S. 1A" SMOOTH SHANK i 'FASCIA CAP ROOF NAILS SOffli 1-4" CROWN STAPLE I t TRIM NAIL I FASCIA BOARD PANTED SS, 1 SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1"4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA i DETAILfI Nmnai 1-.2. 5YP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters rith arse 7d Ring Shank NaSI at curry Rafter WOOD SOBSTRATE j 7 I 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. a CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i" TRIM NAIL FASCIA BOARD 1 PAINTED S.S. 14GA l" T-NAILS 1 I--FASCIA CAP 1 SOFFIT t 1 1-xj" CROWN STAPLE 1i 7 j1 1 }' TRIM NAIL 1 FASCIA BOARDjPAINTEDS.i. li j SOFFIT &FASCIA 1 DETAIL 24F-3 & 24F-6 I 1'rq- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT S FASCIA DETAIL Nominat 1'a2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nad at every Rafter MASONRY I ALC 15001.3 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, LL.0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL I FASCIA BOARD PAINTED S.S. i I'x}' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN. REFER TO CANTILEVERED t " CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAR FASCIA BOARD C 1 SOFFIT & FASCIA 24J-1 & 24J-2 1 TRIM NAIL PA81TEC S.S. I I'xj- CROWN STAPLE FASCIA CAP, REFER DETAIL SOFFIT i FASCIA DETAIL l 8H l\ Nttnittal i' x 2' SYP t'atlens scabbed Delween ratters SOFFIT; MAX. 24" r 3/8 1-CNANNEL ringsetueeziwGringhone {t} 7d shank nail straight-naded jJ though the caner into the end WOOD SUBSTRATE of the batten Cr two (2) 7d nng shank nags Ioa-nadea on either swe of the battern at the batiewraner intersect# l 1} 9 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. N 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 1, 11, 111, 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, Kq = 0.85 T 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. ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Hei ht ft Basic Wind Speed ' h 320 S30 140 150 160 17d 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 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 37.0 413 46.8 52.1 57.8 25 20.8 24A 28.3 32.5 37.0 413 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK nTECHNICAL SERVICES, ILLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type, Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 160 160' 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 45A 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed 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 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 1 16.0 18.8 21.8 1 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height ff Basic Wind Speed mph) 120 130 140 150 160 170 180 ' 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 1 -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 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKu= TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel 3/8" -- 7 3/4" —'1 i v8" HEM 1 5/8" T 1 3/4" i f 3/8- ISOMETRIC VIEW ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 1/8" HEM S 3/4" 7 7/8" 6" EASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18* BLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8- 3 1/8" 5/16" 1/2` 112" 1/2" 1/2" 1/2" 3/4" 13,35" BLANK 3/8" PROFILE 21? --F END OF REPORT 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. A. 1 /2/2018 Florida Building Code Online BCIS Home Log In !, User Registration Hot Topics Submit Surcharge '.. Stats & Facts Publications FBC Staff BCIS Site Map Links Sear, dFloridaLoi4c r Product Approval (A USER: Public User Product AuDrov_al Menu > Product or Au lication Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.corn Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Niernmen 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 a Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL 444 R t 2 17 OI rQI_Jli.minR. 5taCd ASTM D3161 ASTM D3462 ASTM D7158 year 2016 2010 2011 KMM ° ,'" 1qg £ }£ Product Approval Method Method 1 Option D file:/// C:/Users/ERa ppold/Desktop/2017%20PROD U CT%20AP PROVAUFlorida%2OBuild ing%2OCode%200nline. html 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R12 11 ER CERTAINTEED ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL5444-_Rj2,2df Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports SHINGLES FL5444, R12.odf Created by Independent Third Party: Yes Contact Us :: 2601 glair Stone Road Tallahassee FL 32399 Phpne: 850-487-1224 The State of Florida is an AA/EEO employer, vright 2007-20} StA1g of Florida.:: Priv m :: Accessi i ity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen: under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe file:!//C:/Users/ERappold/Desktopl2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 TRr, tp 1 1 I M(E ERD EVALUATION REPORT_ CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444- R12 Date of Issuance:09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P. E. on 09/OS/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYERQ 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, 11905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.23A, R905.2.6.1 Wind Resistance ASTM D7158 2011 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 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAFI.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786S70826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON•HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 2 of 12 sr TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT'" 30 and XTr" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont", BelmontO IR, Carriage House Shangle®, Grand Manor Shangle", Landmarkr" Landmark'" IR, Landmark' Pro, Landmark'"" Premium, Landmark'" TL, Landmark" Solaris and Landmarks" 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 Slater" 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 Crestr" 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V,,,t = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V,,,t = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 3 of 12 It 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITY ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 720'-, )M- 25, XT- 30, XT` 30 I R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 2' 25 mm), Sealant 125 mm} 5 sle" 0 45 mm) 5 horwnod Ftartt -.- METRIC 1- (25 min Sealant 1" (25 mm) Figure 11-3: Use four nails for etwq frd! sbingke. STEEP SLOPE Use four nails and six spots of asphalt roofing cement• for every full shingle (Figure ft-4). Asphalt roofing cement meeting ASTM D4586 type It is suggested. v Rooting Cement Apply 1"(25 awn) spots of asphalt coating cement under each tap corner. Figure it-4: Crse: four nails and szv spots afaspball cement on steep slopes. CAMON: Excessive rise of roofing cement can cause shingles to blister. Hip & Ridge for CT20'". XT'" 25, XT'" 30, XT'"" 30 IR: Cut Shingles 25 rrm) I IJf——— f -— f — 1i f P_ ; 12 Gap Cap Cap 3(i ,m) Shingle Shingle Shingle Figure 11-24: Cut talhr, then trim bark to make rztp sbin9(e Fngllsb diutatsions sbown). 511— 1.y. (305 rt,m)" ego 1 sir.- ... > 112` Vov Nora: Figure 11-25: Installation of Baps along the baps and rutges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LI.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization u9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 3 TRINITY ERD ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for evm full shingle located as shown belovv. i`i25 mitt t'?25 mm)— -- Nall tiff' Flail kite Figure 2: Use slr twils for eoeQ-fill sfiiugle, Use SIX imis :uid FOUR spots of at phalt rooting cement for every full shingle as show7t below. Apply asphalt roofing cenieut 1'(25 nun} front edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type It is suggested. F(Tare j: Cse .nix runts 1.111d four spots afavrholt roc?fiug cement as steely slopes. Hip & Ridge for Arcadia'": Cedar Crest"", 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 "SonolasticO NP1'` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive; and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 203 mm; _ (305 mm) k fo$urex Hand -sealing adhesive 4" 114" - — 3/4" - Imo_ 1, Dab of asphalt cement between shingle layers 1 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Ri3 Certi(icote ojAuthorirotion #9503 6"EDITION (2017) FBC NON-HVH2 EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 BELMONTO OR BELMONTO IR: Low and Standard Slope Steep Slope (greater than 21:12). 2:12 to 21:12): Use SEVEN nails and EIGfiT spots of Use FIVE nails for every full Belmont shingle, located as shown below. 1 1.2' :3i Tun) faleas 1' (25 rrr) 1' (25 mrr.)—«- f a ,4dd,11onat rfls ,t req-j and 5t8' i 4& mmL1J r •---- FMhIg Gxmznt ..----.... asphalt roofing cement— for every full Belmont shingle. Apply asphalt roofing cement 1 (25mm) from edge of shingle. See below_ Asphalt roofing cement meeting ASTkI D4586 Type II is suggested. 6.6.1 Hip & Ridge for Belmont°' or Belmont" IR: a Icss t' 125 wrr' —+I 8 5t8' 6.6.1.1 Option 1: For Belmont', refer to instructions herein for Cedar Crest'" or Cedar Crest— IR hip and ridge shingles. For Belmont' IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shanglel Ridge Figure 17-18: Sbangle* Ridge, 18' Exposure Remove tape from the right side and fasten SECOND Fasten thef,,-• .1 left side 85/8* RIGHT FIRST LEFT Figure 17-19: Installation of Sbangtelgl Ridge sbingies on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 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 TII V ! f ERD 6. 7 CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 1 S mm)) {220 mint fiktrre 17-4r twefir.e nailtforereji fill Grand.11anorSbnagle, Carriage house Sbangle, or (Awfennial.Vale Use seven nails wad three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage ITouse Shangle and Centennial Slate. Apply asphalt roofing cearent I" (25 mitt) front edge of shingle F( gura 17-5)• Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. 16mm) i1V 1 4 25 men} I t" 1 1/ 2" 38 mud or lass rt (25 mm) 8SAF 220 men) Figure 17- 5: Wherr installing Grand 4fanor.Sbangtew oil sleelr slopes; use seven nails and lbree spots gfaspbalt roofing eerrieru. 6.7. 1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle' Ridge hip and ridge shingles 6.8 LANDMARKTm, LANDMARK TM IR, LANDMARKT" PRO, LANDMARK'* PREMIUM, LANDMARK"TL, LANDMARK TM SOLARIS, LANDMARK TM SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/ 4" 12" 1--(305 men)— (3/5 mm)- —(305 mm)--j Release Tape 1" (25 mm) 11/2" Nailable ' Area LANDMARK TL NorthGate: 131/ 2., 13" 131/2" 343 ntm)- - --( 330 mm)--(343 men)-r-j 1" (25 mm)--I M: Ez-- z Fignrc13- 1. (arse four earls for erer•4' fall shingle. WIDE WILIW Ir 14314' AREA r- ( 305 mmj -+— (375 mm) (305 mm) -.- i M1aiFna mas 1' {25 mmj f upper ""fine I" (25 mrx)-,. rl rawernAifr^ Naling #real for low and standard slopes (from 2:12 to 21:12) Nal 4etv, een upper 4 bvsr fxas as shown alrtws. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization n9503 6r" EDITION (2017) FBC 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 roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTNI D4580 Type U. Apply I' spots of asphalt, roofing content uncle each corner and at about 12" to 13" in from each edge. METRI( DIMENSIONS 12 143/4"-- -- 12 11 ---- 305 ram) (375 m(n) (305 MM) JI' (2i -Ti Q) TReleaseTape Nail Area I To( Steep I" T1--- 25 MM) t Roofing Cement LANDMARK TL 25 mm) TRINITY ERD 43 n1m) 1 (330 mro) 1 (3 43rn n 1 -(25 mm) Rooting Cement Figure 13-5: (Ise, six nails andfour spots of asphalt roofing cement on steep slopes. NorthGate: STEEP 12' 14-314" 12" SLOPE —(305 mm)---I-- (375 rnrrrj-- —(305 rr NAILING AREA I Nlwa "e' n imits 1'(25 mm) be wer 1'(25 mrn) nailfnes. Nailing areas for steep slopes (greater than 21:12) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 2- 5 rT1 f D) 6.8. 1 Hit) & Ridge for Landmark". Landmark'"' IR, Landmark'" Pro, Landmark' Premium, Landmark" TL Landmark TM Solaris, Landmark— Solaris IR, NorthGate: 6.8. 1.1 Option 1: Shadow Ridge T" or NothGate Accessory I -- — — - - -- 305mm) 250mm) 125mm) (125MM) I 50MM) 1 (1 50MM) I 0/4' 337mm) 7 180MM) English Dimension Shadow Ridge- Metric Dimension Shadow Ridge" 75/8" 196min) A Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 rT' EDITION (2017) FBC NON-HVHZ EVALUATION 171.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 M16"("12 11 Garter' Align these r"Achas totop1 7 SIF edge o (194 mm) previous Wurs. NorthGate Ridge TRINITY' ERD 131181, 333 mm) --- --- 6 5/8'--1--6 5/8' Gen tering Notch 337 Min) \Align these notches to to P 75/ 8, edge of (194 mm) i previo NorthGate Accessory 2- 30 rra) Laying Notch Figure 13-20; Use keying notches to center sbingles on bips and ridges, and to locate the C017MI a"Sure. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-RI3 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 TRINITY; ERD 6.9 PRESIDENTIAL SHAKE'"", PRESIDENTIAL SHAKE"m IR, PRESIDENTIAL SHAKE TLTM, PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep stopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spot, of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nalling guide lines, apply i nails 1" Nailinq h--------- 40' - ---- --.( above tab cutouts making certain tilts of overlying shingle corer nails. Guide lines (1016 mm) 5 114' 133 it 362 min) NOTE: Apply nails on painted guideline. Figure 16-6 Fastering Ptvsidentfaf and Prc_Ni4,.ntird TL Shaine sbingles on tore and standard slopes, 1' diameter asphalt rooting cement Figrrrt I&T Fastening Prrskkmttat and Prwkkentkil `L'/G Sbake sbtngka on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shaker" IR, Presidential Shake TL`, Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners, The fasteners must be 13/4" tong or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidenaal accessory conies 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 "Sonolasticw NP11"" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest`", Cedar Crest'" IR hip and ridge shingles. 6.10 HATTERAST"":' LOW, STANDARD AND STEEP SLOPE: 23o nm} t2:tri mm}1 (230 aun} (?30 mm} I (230 mm} (23u mall (23Q ion tmml 25m., 1.. m} _ (23f not} 0 _ r (2^m) (25mm)^I 124 nir) 9 3/8" Rooting Cemem _I _ .I _-___- 2,10 min) ftgare l:. t. Fii_UcrrGtp t/nnraar Shn g4x a¢ J/crp.iYotrs For sicep stotx s, u>e the watts and eight sews of asphalt roofing Figum 15-3: rao'etaiq quilenisSbingles art Cement for each hdl Mittma, shingle as shrttrn Aimee. Apply I" fair Cad SloodardSlapru (251nm) diameter spws of roofing cemew Cksr.kt t1 •68611•pe it For lose and swidattl Dopes, use rice nails for each full under rtrh tah Corner Pass shingle into pace; do not I lauetxs shingle as shown alxrce. Cypow cement. CAUTION: Too much ivofieg cement ctui cause shingles to lilWer. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization a9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6,10.1.1 Option 1: Accessory for Hatteras V Figure 15.14: 18 tbree piece units separate to make 54 Hatteras A ccesso iy sbiu&5. 6.10.1.2 Option 2: Cut Hatteras Shingles r__ 230 mni} I I I -- I i I IjShinglew_—"'" 460mm) Cap Cap Cap Shingle Shingle Shingle Figure 15-20: Cut Hatteras sbingku to rnake cover cap. TRINITYERD 8' _ 18" (460 Mal) Fas« 203 rn — 'C 931 Figure 15-21: Installation of cabs along hips and rides. 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATE"", HIGHLAND SLATETm IR: LOW AND STANDARD SLOPE: STEEP SLOPE: j' q3Q Iag_)i2zo—I ; (zionm) ersn' n^M- r Miam- Dade regw SSIX 'Otis (z Z's 1'(25 mm) inslaMd over comet cut^ ul as sMZ --'"I— F( gttre II.3. U.ue FIFE nailr•fororerjr Higbtarut.Slate stitrrgfe. Use ME nails and EIGHT spots of asphalt roofing cement` for each full Highland State shingle. For Miami -Dade, SIX nails are required. Apply l' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4536 Type R is suggested, 1 { lac amf I 127lmm)7 jZ}ecm1T ¢Sbmall r sva• M; ambnaGe regi,ire9 Rwe mmJ SIX n&7s itv"naits rRs mmj - - „ 2IWIn86nDM1. 1...._ . Roofing Cement" F( gure I I _$t else F7V8 nails and eigbi spots of atpbalt roofing ck'n ai t «rater each tab corner CAUT[ ON: Rxcessiee use of roofing cemeutcan cause shingles to blister. 6. 11.1 Hip ,& Ridge for Highland Slate', Highland Slate'" III: Refer to instructions herein for Cedar Crest'', Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. 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 11 of 12 6.12 PATRIOTT"": LOW AND STANDARD SLOPE STEEP SLOPE se F01* 2 nails for every full shingle localcd as shown below. Sula-d A FF-77n7 I— S 1t3' Sfi mmY ix »--»-13.ty 12--Al _..j TRINITY ERD I sc FOM nails and four spots of asphalt roofing cement for every full shut¢Ic zG5 shovrn behave. Asphah roofing cement !Heeling ASfAl [iraSRG type If is sagge-<ted. Apply 1'(15 nun) spots of asphalt roofing cement as shown. CAILITIO t: Excessive use of rooting cenicut c:ut cause shingles to blister. t 121ran; I' <5 ll5dfmmY Rooting Cement i17T,1 6.12.1 Hip & Ride for Patriot'": Refer to instructions herein for Cedar CrestT"", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 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. H. 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 CIA 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 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear Product Approvalbp'r USER: Public User Productt ADDrOVal Menu > Product or Au licajion Search > Aoolication List > Application Retail 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 Ext2305 kerri_eden@tamko.com Kern 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 aE Validation Checklist - Hardcopy Received Certificate of Independence FLl8 R8 COI T P14QQ1.4 20L7 FBC Ev R_gggrt TAMKf n r ymen fi Referenced Standard and Year (of Standard) Standard xgar- ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvvtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 12328.1 Method 1 Option D 10/05/2017 10/1.9/2017 10/20/2017 12/12/2017 Number or Name 1 Description' ASTM Slate Surfaced Roll Roofing 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. 12328.2 ASTM Tile Underlayment 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. 12328.3 Master Smooth Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.4 ( Moisture Guard 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. 12328.5 I No, 15 ASTM 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. 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. Roll roofing surfaced with mineral granules Installation Instructions FLIZ328 R8 II TBP140 1 4 2017 FBC EvalR r TAMK final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R AE TBP14001.4 2017 FBA vReport TAMKO Undg: r(i)yments final.pdf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions 4 7 j1 rj yr r ents Final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports ELLM8 R8 A.E TBP140 4 2017 FBC E,nl Report TAMKO Un s1gn j.R Created by Independent Third Party: Yes Asphalt saturated organic underlayment. Installation Instructions F I[ T P14 4 2 7__F va) Re[ort TAMKQ UndQrlavrnents fjn5jl.Qdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports L12M R8 AE TBP14001.4 2Q17 F vj gpgrt TAMKO Underlayments final.odf Created by Independent Third Party: Yes A self -adhering modified bitumen underlayment. Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval ReDort TAMKO Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports Vndc a final.odf Asphalt saturated organic felt Installation Instructions EL12328 R8 II TBP14001.4 2017 FBC FvAI Report TAMKO S11t' LLd.Y,I'CL 4S.5._.f1D .1.RS 1' Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports EL1232Q R8 AL TBP140014 2017 FBC Eval Report TAMKO tl0tjerlavments final. odf Created by Independent Third Party: Yes Asphalt saturated organic felt Installation Instructions T 40 QI,4 247 7 T !_ TAM&Q J.c det n5 fia:a.l.ta.f Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports P 4 I.TAI ISQ Qnd_(€1s3. YiT? Q f Created by Independent Third Party: Yes https://www. floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 2/3 Certificate of Authorization No. 29824 CW%0** R E E K17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL. SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htt ://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. TAMKOO 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 TAMKM 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 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a CREEKTAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL. SERVICES, L.L.0 TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 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 TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofin2 Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKO@ Master Smooth Y' N N N N N TAMKO@ Moisture Guard@ Y N N N N N TAMKO@ No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO@ No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.9 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. TAAMKOBUILDINGPRQDCUTS. INC. CREEKTAMKO Underlayments TECHNICAL SERVICES. LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY R. pf No 74021 XZ 1 ' STATE OF ' w 1 4 N A CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. Certificate of Authorization No, 29824 R E E K17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 67N 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 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKOO Master Smooth TAMKO® Moisture Guard® TAMKO@ No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL. SERVICES, L,L.0 TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO(DASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self - adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKO@ ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKO@ ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKO@ Moisture Guard® Y N N N N N TAMKORO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO@ No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO@ TW Metal and Tile Y Y N N N Y Underlayment TAMKO@ TW Underlayment Y Y N N N N TAMKO@ TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001. 4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEK9TAMKOUnderlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. tiCREEK 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, 61n Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. t tttt a rrr iRYR No 74021 xZ Q'.. STATE OF :U CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP14001.4 FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1/2/,2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge '.. Stats & Facts '.. Publications FBC Staff BCIS Site Map Links '.. Sear f il I u Product Approval U 4USER: Public User Product Aoorovai Menu > Produc[,grAuolicatian Search > Aoolication List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 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 Year Miami -Dade TAS 100 (A) 1995 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Date Validated Date Pending FBC Approval Date Approved 3792.1 135 Roof Louver Florida Building Code Online 11/08/2017 11/12/2017 Name ~ m Descri 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 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 3 770 Roof Louver Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 j 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: Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lorpnco 3-20Q,1 - t}_OA 16 1025 odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 16/2021 Installation Instructions Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 10/ 04/2020 Installation Instructions QlD df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes ar tir The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Priyacy Statement :: Accessibility `$tate ment :: Refund Statement 4. 2 .Y t4} '„ ar tir https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUembpCG3RoA%3d%3d 2/3 MIAMI, MIAMI-DADE COUNTYDunPRODUCTCONTROLSECTION It 805 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.LniaLnidgdgaov/economX 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 detennined 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.: 16-0510.284A7ExpirationDate: 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. MANUFACTURINc, LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering PRI Construction Materials Technologies Test Identifier Test Name Date MDC-98&99 TAS 100(A) 03/16/95 LOM-013-02-01 TAS 100(A) 05/21/07 RRWA-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 11/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 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 730,750,750-5, 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 730,750,750-5, 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 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L= ---------------- --------- i ---------- -- ---- ----- ------------ - 700 SERIES LOUVERED ROOF DETAIL B 750 SERIES LOUVERED ROOF VENT I NOA No.: 16-0510.28 MIAMDADECOUNTY Expiration Date: 08/16/21mm 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 750-5 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM MIAMI-DARECOUNTVmmmmPRODUCTCONTROLSECTION 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) wwwmiamida&jMv econom Lornanco, 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 Catmory: Roofing Sub-Cate2ory: 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 750-5 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-0 13-02-01 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 730,750,750-5, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 '/4 " aluminum annular ring shank nails. With the first nail 1 '/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 11/4" from roof louver end and a minimum of 8" o.c, at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 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 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-5, 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 6 1 G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A m 4, 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B rt 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI-DADECOU n Expiration Date: 08/16/21 Approval Date: 06/30l16 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 DETAIL D 750-E SERIEs LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date. 08/16/21 Approval Date: 06/30/16 Page 9 of 9 M I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lornanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/ecogomy 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 Cateaory: Roofing Sub-Catei!ory: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS I OO(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 MO NOA No.: 16-0510.28 IAMWM-DADE C NTY APPROYED] 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'l4" alu ninum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 "/4' from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMMADECOUNTX 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 Y2" 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 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-5, 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 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 I 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 750-5 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE MMLAMI-DADEC,=OUNTY NOA No.: 16-0510.28 igjujztsymj Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext128 cpa rri n o@ca stcrete, co m Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcreLe.com Craig Parrino PO Box 24567 Tampa, FL 33623 cpa rrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 l MS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated Date Pending FBC Approval Date Approved of Products 11/14/2017 11/21/201.7 FL 7t Modelr Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes FL158 R10 C CAC NOA 17-0821.18-nd Approved for use outside HVHZ: Yes FL158 RIO C CAC N.COA_17.-0821_,19;pdf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 RIO II NO6-L7-0821.1f FL158 RIO II NOA 17-Q_ _Z _9 pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bacit fdettt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1.824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of F on a.:: Privacy Statement :: Accessibl ft Sta a en :: 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 click here . Product Approval Accepts: q R i"li Credit Card Safe M IA4,M I -DADS I MIAMI-DAD E COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (Ri'R) It 805 SW 26 Street, Room 208 BOARD AND CODE ADKINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE N._C?A iYNYFY.mlamidade.Wov/eeanamy 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 alter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. I_.T4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated 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 Miarni-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, andlor 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 l-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. Makar, P.E., M.S. j NOA No. 17- 0821.18 MIA MADE COUNTY / Expiration Date: 09/11/20I8 Approval Date: 09/ 29/2017 O9 / Z g/- t,17 Page l Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, A 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, Hanlon, P.E. C. CALCULATIONS 1. Calculations for Cost -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, PE. D. MATERIAL CERTIFICATION: 1. QualityS)atem Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. z Cast -Crete Quality System Manttal for Prestressed Products doted 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 08-0320.09 A. DRAWINGS T Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 611 & 12" Lintel Safe Load Tables", sheets I throligh 3 of 3, prepared by raig Parrino, RE, dated March 24, 2003, last revision dated March 11, 2008, B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUAIATY ASSURANCE 1, By Miami -Dade Cotinty 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 - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMI`1`IED UNDER PREVIOUS APPROVAL # 1.2-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details`; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -.Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. 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 lifianti-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. e[my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FIa4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables`, sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 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 Miand-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 4afe-ltny 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 6.w HIGH STRENGTH PRECAST ;AND TYPE 'S' ZT- E _ ETE LINTELS TYPE -"-4pTg'FPRESTRESSEDCONCRETELINTELS] To? SUEL _lfWAQTH tS- m4kv U-LKM 12^ ERE4- so ll t 3 Sir 7 ' P IZ -,; p A" SQUQ LINTEL DATA TABLE ttHSTH 3*- S' mom 4' - 6 e_ e MAR - 6 7'" to r" PRFCACT 11-1 INTFL DATA TAKE now 11)" PPP(I.AC7 LI—IINTFL DATA TA14LE F NEW mQNWN MOM NIMMAWMM" VI& r tc r••acr-'7rTnrsressrutt A" BOTTOM STEEL LENGTH V BE i2l PRECAST L114TEL RvINFORCING CAGE FAIRMCATION MOREL I P* VAL ffis PW== v o*"UMF UINT AM C"W K K"Ob=D 0, OMWXXEO Mom E AREA wl-0*11 " """ o WN."O.Im sm'" Simm . MP 12 0 UOU. - I— " MA" 60 ASm A.1 mwo W lom lfWW V $nt%" R-Kwb IM CdJditA tumo 2. oppzkm STM" u f. to M Atl R b" AW u Z" FM MOf W Of M MOM" "M IN MI'll Of mz"n wms V. . — m J I R W" 'UtlIP! - .' 1ff S nwftow "" MOM. VjVL SWK = UU Ma WA 10 K i VM W- 2 stotl rxal Elol m A - PROMUCr RE,'Visrm No I, n Y ...... 11 as YCENNuft C-f. Azc-p:mu Na 17- og'Zj, Is pROTIUCT Rf. MOM, oA V1414coldi.,;4 a F W M CRg1GPARAIND W4CR679 EFL FL it P. E. U0. N033584 447RA PRECAST AND PRESTRESSEDLINTEL DETAILS A4kWwjm - C;— I < 'W' - 1 i E.FtjERAt i 1ES a) ilatar: fo +' pc" 4atd - 3000 0 far @ iZ sawst radd -- 1000 idee fca moouaY 14 - per ,tiilA CAOw9h mhGn n'mi tabs gu ASCd MisC2a«tar Pa x na c27o hP• M ar s 21) Aa w90 *Wid WA {tea' ,) polrioad tamatb kd.° by 0 f, be 1R14U: Ss kv 9wa l 1J' 'tm. 3) Prod" to mortar bed a?w head joha. 4) 1M camber Mr the Paraat raduatian tar gaodo 40 iei+ odded rear. Examoic Sr-4' UPW 12F9.4-25 We 9mrey bad = i+289q x/ =4% Week, 0 1+2a (.ea) - 1128 pll 5} Ae W74 ow ar a ed t/340 dfne(:t n Fwd WoweSea LMxota * AMclim 1to cola Me it. Wd. 8+a'1 uuv 6) S1wra j sa Staab w r.VWL 7) 4' aid btab to be iaatated •/ 4• bori atel .4 a' drmeadad vast. wla fidaat. atfat meet cam* sT, tee wda"Wo 9) od ialheg We t'esi llg tad sheer d d-oaq from tthe rae at a+WP'•= 10) Na - )M Rated 11) 9ottom Wd added rabm to be IwW at ibe bottom at the twin Canty. TYPF n S1 E-- r . nut. me owe 1 pa _ ua4:1D eormts¢e. zo 12F16-28/2T uas91 tara Laxtlsr of i3 lad MW N M 12) r & IV UllAb We MOMICom.d with 5-1/2' bag -kb-- o1 4a eMe to acca'•adata v4 i" ow raWordv and g(on44 13) 1d:.4.* "!.at .1 wws 7mtoSbd m oaf<rtar Caaux's ad twva a eodgm of s*Co ppo d s a¢,ardaduef xRhASIUvC-n926 a Xwod e:+aGr9. 1+)%obWatt, kadwa3 M alma mr ao aodgntoad sm a5 retort 1 A916ed wet"i bad ? ,*§W ham., el Sood 5 1.0 Sot. 1.1" bed Sofa boebbee d food 15) fm Co poao fnmi taighis M shwa, wa s.4 bad from and law. b4i _16M, 10) For eats * 4M act VW'. 'me a.1s bod troa ace twat teaO e-M 17) Sa. bode a. a bods, is) s.4 ioode bm.4 as ra@a.d dsW arpatIrsis a ldl 530 sad AC1all. 19) 141"MI iood tapeti2f cron b. >bt xd LY Sin dNgner 6y prrn4dn9 uddI inx# roafac. d nxeta aroaaroy s¢Fb () cbvre 1M eMoi Sea akateE briar r',„; s _ SEE SAFE LATERAL LOAD TABLES FOR LLMO RA'pNG r :: t.w')ri FOR EACH ADOMN& REWORCEO CUU (RCWL1) w ,. ; t FULL WURSE 2' CLR 1YP +.: ;, 1) 5 REBAR FOR 6' LAMS Lid:`; 2 ww FOR 12' LINTELS GR40 or CR60 PRODUCT Ttn"'V1SGDas ComPlyinC with rha :'lesd<k 6U8 6F8 V12 C*, da DW&W%sz> 9oft j a e c•T 8 I { 37 KW/ED rat K ONES f9 smuem rat t aw s ; r,. zrr a m t^"'h tt 0L_ '* 1 St! 5aC { r3 + vA[o !a tt•ta;As araaw 1a1 s'szs9u III S ACTUAL! umwu .aaaece• l!a Xcemim 12' NOUNLAL 1013M 4S8 t 6F32 6F24 SAFE LOADS FOR 4" SOLID LINTELS sr•,,gs. GRAVITY TYPE LENGTH 4S8 S-6' ( 42 PRECAST 118fl 4'--0" ( 481 PRECAST 959 4'-6' ( 54 1 PRECAST 789 5'-10"( 701 PRECAST 460 6'-6' ( 78') PRECAST _ 360 j 7'-6" ( 90'j PRECAST 260 V-4" ( 112') PRECAST 158 1V-6'(126') PRECAST 116 6F16 2 i 6F20 12U6 C CR„" UPLIFT LATERAL TYPE LENGTH 4S8 11 1 4S8 3'-6' 1, 421 PRECAST 687 371 4'-0" (461 PRECAST 597 320 4'-6' (54 ) PRECAST k 529 258 5'-10' (70') PRECASl 407 148 6'-6' (7n PRECAST 366 118 7'-6' (90') PRECAST 280 87 I V-4' (112' j PRECAST 157 55 10'-6'(1261 PRECAST 152 43 12FB 121`12 12F16 e 9 •' a :'• ' ;.' i, s'. O • =r;. e N 7A, e e e y 92F24 121720 VR4Tn( DCT 122i% 1S1iT) m 1ltdlIdi"t, + ag+ ri9t9r. Nlrr da in;t 4Awia Ac oUa3Pagdrolian l>.ao c N&FRY] — v,s N R"'' t , I w CAST— CR£ T£ 4", 6" & 12" LINTEL SAFE LOAD TABL£.S r JA NA74f CriAN a 11 ' 72T4 a..:.Td^ ww f1fNANC: oaS±JaS-t4 0&;YR( flY: lOM4t{ A.4tLlC9 Sa.Ati: IL1S. 1T_ ICC1MaMU IAft£: 3 4/oi 1 MEMO gf: CW ?ARfrtkO, F.£. - X4. b0. 44M j ORAY1t M, i14e12 S1t£EI i Of 3 I SAFE GRAVITY LOADS FOR 6" PRECAST U"LIXTELS SAFE LATEM LOADS FOR 6" PRECAST U-LINTER Cw=+C4wav1 SAFE LOAD - POUNDS PER LINEAR FOOT 4 A 7INIr SAFE LPOAD ILENGTH TYPE 6U8 6F8-1B 6F12-186F16-1 5f20-186F24—tS 26-iB 32-18 LENGTH LPL 6U8 FS MI 3'- 6' (42' PRECAST 2332 2676 3892 5050 j 6148 7227 8297 9357 3'-8' (421 PRECAST 587 1055 59S 4'- 0' (46'i PRECAST 2025 ; 2313 U92 5050 1 6148 7227 ( 8297 9357 4'-0' (48') PRECAST 467 787 445 4'- 6' (54") PRECAST 1654 1 1887 3633 5050 6148 7227 8297 9357 4'-6' (541 PRECAST j 416 6C9 344 5'- 10"(70' PRECAST 1067 11260 2198 3557 5734 7227 8297fe 8225 5'-10'(701 PRECAST 300 350 198 4 6'-6' (781 PRECAST 949 1 1078 1831 2850 4328 6737 8297 9357 i 6'-6- (781 PRECAST 263 496 157 1 7'- 6' (90') PRECAST 779 863 i 1459 { 2168 3151 4524 6654 9357j T-e 190j PRECAST 222 367 116 i 9'-4' ( 1121 PRECAST 584 660 1055 1523 2084 27SS 3731 5017 9'-4' (112^ PRECAST 173 352 74 PRECAST 1 503 566 895 1270 1706 2236 2S98 3747 10'-6"{726'j PRECAST 751 276 58 17"-4"( 13B) PRECAST 457 513 805 1133 1507 1952 2492 3163 11'-4-(136') PRECAST 139 311 1 49 12'-0'( 144'1PRECAST 425 477 744 1042 1377 1769 2238 2M 12'—O"(1441PRECAST 131 1 277 44 31-4'( 1501 PRECAST 373 417 646 t B95 1170 1485 1852 2285 IS-4"(160-) PRECAST 117 223 35 14'-0'( 165) PRECAST 351 392 605 835 1087 1373 1703 2C87 14'—C'(168-) PRECAST 111 202 32 17'-4"( 2 PRECAST N.R. 299 455 520 794 985 7198 1437 17'-4'(2 PRESTRESSED N.R. T30 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE MWAA. NOTE 18 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4m".447 " SAFE LOAD — POUNDS PER LINEAR FOOT LENGTH TYPE 0-77 5F1L606-1TIT E20—iTbf24-1TSf28-1i 32^1T 203355 3997 i 4638 5279 4'-0" ( 48' PRECAST 1225 1800 1 2357 2913 3470 4027 1 4583 4'-6" ( 541 PRECAST 1083 1592 ` 2084 2577 3069 3562 4055 5'—IC' 70') PRECAST 831 1222 16W 1979 2357 2736 3114 6'-6' ( 78') PRECAST 723 1097 1437, 1777 2117 2457 2797 7'-6' ( 90 PRECAST 648 863a41 12490 I154419 1840 N 2135, 2431 E9'-4' ( 112") PRECAST 575 571 1 980 1252 1492 1732 1972 f 13'-6'( 126") PRECAST 514 462 787 1121 i336 15511785 f 11'-4'(136 j PRECAST 474 404, s 895 985 12113,j 1442 1645 12'-0' (144') PRECAST 454 3674,4 619 888 1093 1299 1 1506 ig I3'-4'(160') PRECAST 4C2 308 1 515 736 906 r 1076 1247 t4' A (168 PRECAST 368 2B5 475 877 1832 989 1 1145 17'-4'(208 j PRECAST 253 208 M5 476 585 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NA 4 PRODucr REVISED rnswa; u"rAaa, Accapuuxc No ,0' L f-jB txp'rotlon Dak: y A k. r?%4r ENS ' Q 1 i?ODUCT' WVI$SD 44 Q jT F wA'+++07Ya p lrntbn tray °° c 3. o T ip<t/ CRAiG PAHRIN4 M E%t il'il. l s, $I:FFNOR 78$3564 SEE GENERAL NOTES -SHEET74F3 „>>;4' PL.PE.i]C. N0.44755 sS jZo j$ Daa R..G Uid Conies:; A 4 ,sER OF — CAST--Cr2ETE 4", 6" & 12" LINTEL v K, R "w° Yii wuor F FRFNAl(F: 0$A lB-t4 BdAWA $f: iONAN A2NAIm AJO3 51 irry tGw' 91 DAM 31W331JtWO 81; SAFE LOAD TABLES 3CASE KIS. NAWN.'it9, UAW $WAT 2 4Y 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4MI-4-cm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12U6 t2t0-28 12F12-25 t#1$- IrA-28 12F21-28 12F28-29 12F32-29 3'-6' (421 PRECAST 3428 5000 58M 7619 9352 11060 12755 14433 4'-0" (48) PRECAST 2923 4232 5838 7619 9352 11060 '12755 14438 4'-6" (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 114438 5'-10"(70) PRECAST 1612 2320 3218 5234 8487 11060 12755 14434, 6'-6" (78) PRECAST 13M 1986 2879 1 4196 t 6421 10032 12755 144 7'-6' (90) PRECAST 1138 1628 2131 3218 4676 6756 9753 1352 ' 9'-4- (112") PRECAST 795 1216 1535 2230 3083 4167 5593 755 10'-6'(126*) PRECAST 614 1043 1M 1853 2516 W3 4334 5532 1S'-4"(i36) PRECAST 518 S45 1162 1649 2216 2893 3719 47 12'-0"(1441 PRECAST 456 878 1073 1513 2020 2517 3333 4206, IS-4%160) PRECAST 359 767 , a 926 1294 17{S 2188 2743 3409 PRECAST 321 7201n 665 1204 a 1584 2017 2451 a 3106 17'-4"(208) PRECAST N.R. 451y 631 651 1141 1428VA- 1750 2102 19'=4'(232) PRECAST N.R. 343 T 477 700 925 11152 1380 1609 1) THE MWERS N PARENi'4EM ARE PERCENE RED FUR GR4OE 40 F7ELO A= REBk% SEE GENERAL NOTE RA. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH t2R'd6 k 1246-28 i2RF10- 12614- 126'18- IMM-2f 1StF26- t2AF38- 4'-4" (521 PRECAST 25M 2942 5468 7584 9640 1160 13679 115M 4'-6- (54') PRECAST 2319 2740 5468 7584 9640 JIM 13879 15679 5'-8- (68) PRECAST 1347 1841 3555 6395 9640 11669 13679 15672 5'-10-(70) PRECAST 1259 1758 3361 5954 9358 1i669 13679 1567 6'-8' (80) PRECAST 924 1430 2633 4415 6884 1035 1257 1480Q 7'-6- (90) PRECAST 703 1203 2157 ; 3494 5259 7922 96230111329 9'-8- (116) PRECAST 389 843 1451$ 2157 3203 44271 5417 6380 CFAK 40 fUDD A= OFERNYVIGENEMMENa. FOR rnR 49+ DRFrART 11.3 DMTFD R SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU 3'-6" ( 42) PRECAST 1295 4841 3" 4'-0- ( 48) PRECAST 1295 4841 299 4'-6" ( 54`) PRECAST 1049 3922 241 5'-10"( 70) PRECAST 681 2547 155 6'-6- ( 78) PRECAST 579 2187 12 7'-6' ( 90) PRECAST 474 1771 914 9'-4- ( 112) RECAST 355 1326 58 10'4'( I26) RECAST 306 1143 454, 1l'-4"( 1361 PRECAST 278 1041 38 12'-0'( 144) PRECAST 260 1 971 34 IS-4-( 160) PRECAST 229 857 278 14'-0" ( i 6n PRECAST 216 809 251 17'-4"( 206") PRESTRESSEC N.R. 633 16 19'-4"( 232) PRESIRESSEO N.R. 5.34j 1304, JCL UrjC i'IVIC !O SAFE lATERAL LOADS FOR 49- PPgr. ART "4 o* 12rr-FRs nnnR I1a IAITFD R i- SAFE LOAD PLF LENGTHPE 12RU 12RF6iRC;AU. 4'-4' ( 52) PRECAST 1295 3692 258 4'-6-. ( 54) PRECAST 1213 3458 2417 5'-8- ( 68) PRECAST 784 2236 1650 5'-10'( 70) PRECAST 747 2129 1155 , 5'-8" ( 80) PRECAST 602 1716 117 7'-6" ( 90) PRECAST 504 1438 11914;m 9'-8" ( 116) PRECAST 355 101 i 4A SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4wtp*"" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FS-21 12F12-2T 12F16-2T 12F28-2T T2T24-tT 2F28-2T 12F32-2T 3'-6' ( 42) PRECAST 2752 4287 5613 6938 8264 9559 10915 4'-0' ( 49") PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6' ( 54) PRECAST 2113 3291 4310 15328 6347 7366 8384 5'-10'( 700 PRECAST 1823 2527 am 3310 4092 4875 5658 6441 6'-6' ( 78) PRECAST 1444 2269 2972 3675 4378 5081 5784 7'-6" ( 90') PRECAST 1257(,j1767 258AJ 3194 3806y, 4417 5028 ' 9'-4- ( 112') PRECAST m8 . 1171 2006 2590 W871 3653 407.9 10'4'( 126) PRECAST 1 920 947 1612 2281 2764 3209 3653 11'-4-( 136') PRECAST 858 12901) MA 1982 2441 2902,33841 12'--0"( 144) PRECAST 814 753 1269 1788 22012616 3032 IV-4" (MI PRECAST 1057 1485 1828 2169 2513 14'-0"(158') PRECAST 974 1365p4 1679 1993 236'9 17'-4"(208) PRECAST jv'4 695 964 1192, 0' 1402 1623 19'-4"(232^ PRECAST 593 817 1002 1187 1372 1) THE Alt E4 IN PAE3fKIAS ARE PERCENT RE01CM6 FOR CRAZE 40 FM AM RE&R. SEE a0MAL ROM M 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS WT-4— rl SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE; 12WW6 21 IWO-2 1216IE- I7{418-2 12*22- i1216i6- 112WX- 4'-4' (52') PRECAST 1626 26M 3746 4806 5567 6928 7989 4'-6" (54) PRECAST 1558 2582 3602 4623 5643 6W. 7664 581 PRECAST 1210 2042 2850 3658 4466 5273 6081 T-10'(701 PRECAST 1173 1954 2769 3553 4338 5123 5908 6'-8' (80) PRECAST 1020 1538 2416 3114 3802 4489 5177 7'-6' (901 PRECAST 904 1226 21630 2776 3390 4003 4617 r9 8' (IIS) PRECAST 703 P 771 1472 2181 2653p4' 3145 3628 SEE GENERAL NOTE 18 ,,w .:..., "WtS iN PARENMEVS ARE PERMO REOIMNS FGR M0 ADDED DEBAR. SEE GF1i4PAl. tf= NO. 4 P"DUC17DRSvjS A 4A7 A` C xk NJosrlaPRODUCEnavlseojaccmIlYI"R :eeh tha Florida ao 8 T E F rrq G PAFIAWD AaoePEomNo 0 03 1a1aA m18 errant 0" *(McRsna: ui v`4 p• ;.+ s Dodo St ff'A11$ RS3584tdSEEGENERAL NOTES -SHEET 1 OF 3 ++r;++ fl4+' k. A.f tli .#3#RST MEMBER 9f a —CAST— CRETE 46" & 12" UN7EL SAFE LOAD TABLES rtE RQ&; OeS0d1 -14 ORAYN Brt 40}l1R ARNAW SCALD tLTS. i Y 1 '47 h."' iPli ,-uS { W.iL: 3/7AlW i CNE4SC0 Wx GRAN; FAAFllFO, P.L - REC. R0. 4475E j ORABFi&1N3. iN@Y3 3N[ET S Ge 31 MIAMI•DADE MIAMI-DADS COUNTY L e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t805 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.miantidade.gov/economy Cast -Crete USA, Inc. 11.0. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. l.'he documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled 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 I,ABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County Iogo. 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 shalt 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 Ile%lmy A. Mahar, P.E., M.S. MIAMPDADE COVttiY 7` ,% Y' NOA No. 17-0$21.19 o F F Expiration Date: 05/21./2022 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 I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11/08/96, sheet I of], and Dralving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Haman, R K 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.K D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Certf ed Inspection Report #20-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04/25/96 for 93 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. .Mill Certified .Inspection Report #58 A66332 dated 0.1/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 far 95 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/2.1/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12, Quality Control Manual for Cast -Crete Machine .Made Precast Lintels dated 05114196 13. Quality Control 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 1 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 1 & 2 of 2, prepared by Craig Parrino, P, E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System .Manual for Cast -Crete Machine Made Precast Lintels revised on May 0.1, 2002. 2. Cast -Crete Quality System Manual far Pre -stressed Products dated 2002. e my A, Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. DraMng No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1# II-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS L .None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC. E. MATERIAL CERTIFICATION 1, None. F. OTIIER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. K, dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2 012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alliami-Dade County Department of Permitting, Environment, and Regulatory Affairs. F. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of3, prepared by Craig Parrino, R.E., dated June 7, 1996, last revision dated June 12, 20.14, 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. MXI'ERIAL CERTIFICATION 1. None, F. OTHER J. 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. eirnj_X. Malrair, 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 #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 917-0227.15 A. DRAWINGS 1, None. B. TESTS 1. Vercation Test report onfl"ural testing on Precast Concrete Lintels Filled .Models, total of (8) concrete lintel specimens, per ASIM E-529-94, prepared by FTL, Report No. 16-0425,08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Norte. D. QUALITY ASSURANCE 1. By Miami -.Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL cEnTiFiCATION 1. None. elmyA. Ma k a rP.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 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 I. 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 0.8, 2017,signed and sealed by Craig Parr no, P.E., certifying compliance with the Florida Building Code, 2017 Edition. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 F - 6 tT- HIGH STRENGTH PRECAST AND 4l%t*H-Te PRESTRESSED CONCRETE LINTELS pRGMICTPTvT°.JC . P3IX)ISCT R2iNHy/8p 98 G4M7 Vf Yipg u*;, tlu ilDflun w CoarP>ina SYJik Um {i%i E 34uMb:g Ccx7r. barOxY.ig2 Acmg'kc7`i<'j l J Ace34o- rauan;Jar:. L r ih:WAs1 tl TyioA aSiR t'sc a No Ls i on Daw m'}jj{j r PA£fitT U,-t!N•TiL e" VP£S1Rcee `- TYPE "A" STIRRUPS °t 7/32"0 BAR n STIRRUPS 87 LW STIRRUP DETAILS zr..w ara. PRPSTRFSSFD 16! 32"OTIRRUPSBAR E "8" STIRRU/ 4" - 8' LINi:L$ S71R.Rt P TAiLS DATA -T o aee W S AC(Hp yi n n 4 9 j 542 7 = W j 1 -3 s 4 II a r - D,138 &Ss WR i eATt 1 40 Y-8 s 1 .17$ 1 713 VM I I-Z-7 32 lo- O -2 s 5 ^a 7 32 EAR 211-3" 0 6 3'-e 3 4 to i 22'^0° o.zoo ' E1t to-o 7%32 M 21 ^7C^ia O 8 10 3/r 10 2i',8 DAS 7 Aq 0 7J3z eAR 23'-5B" D i 4'-S 7/a" 1A 8" PRFCAST W1 2" RECESS DOOR U-LINTE'L DATA TABLE t.Y i2't'2#L:i3L1llI @.,.ie' 1• sesr WIN[ IM IF1T V r Y337i Q ii[SQ3" okum 1[.titiJokyii itLirx,•r'Y*^><^ LSD cat alt7errtII lr r 7n ar.4irs[m o DP II'9' 3ar#Pa LL aiaA ENt tl i M •R tSVSYt;, C IAI14SUi tDA>< j'{` T ikli£1 ftt7Hf:,,_tNf GA4£ f'(T)Ql ill. a• fln Navas mluu arr'K am+ors mt "r saaaws i1!JflJ. A fYi 2.oz2- , „ 1,• , pg_nMESSM =It RF14FOHtl3 CAGE, fAIM ON ME PRGf:eST H-UNTFL DATA TABLE 4n! YiT3iId'!-irEit 7it.ifiA lti lli[:dLYit(il Y rr Facscva 2: rTr:Fi i/iTE]EiC3if Lit I 1[3=3'li3t,i1[lr• EJQAFTL.Gs:'<:s[YEfi4F4i E Si L1;1!OC iiF l3.EYSSiE CY il W in, i[1C'$IJEiir+a:F'Elir*.lam! TtA$ iRop&'LiAR7 P4toW lic$ M pAM= M ?RD= APPFOYM. 1T :$ PAM£CTPD By COPMCRT tAM MW CQUIN BE RLPROI oR ei52ai$'XIkD WADUI TH£ Pon iAE1 " CIPI CP COT-CR£7£ m tNw 4 3ESflEo M SMS& 2/32 W AM ASSC7 AD, i`i. 5, MOM M TOTAL xvli:11 of StII1cWi ANo )s &COBS oRACF w MR Asrp;, 7/a• W" sEMActo T3 =tat Sy"No MA M" i a-t{£IAKSsiQx r sieFssuw N°f IM ' Ni £z+a+naSmuca *?#= AxY27 M 2 CONCsftE siRiyQ[xA fa . fia f9 Tos 8 AELMFosgNo CAU )MM soa" 2 SIIm" PWUZMC CDUFu; I" . to" " roc ALL pMCAST a mom U571 -% FA:at TAC11 M 4. 2s fow= or "WftCpn£x£ nro Pa I Uenu Minim" Trorx = c10 : rr Sr y% of .¢cwt wiy III UM at UVJ of purJE'M tlfim mxro{0W0 CAaS szWpx*T pa£YtMUD To sow urm W Aw t x FVI t E N p ' PAGOUCT ttMV TiU ascoagdyiag x9417t.Akdde UV 19'1 s324c»5n a SEFFNER,FL33VA, ML CAST—CRETE S" LINTEL FABRICATION DETAILS rnr }uFr oSSf]@I-u i sA # PN,0. PS. - $TL 1. 405a SR816 k'0I W $GiE aArr p_oe1717v 1 nwv.4 Rt1R 8- ORECAST 8 PRESTRESSED U-UNTELS Rs _4ai0", I SAFE LOAD -POUNDS PER LINEAR FOOT TfpE I LENGTH 8U6 HiB :fE8P8-1H 8Ei2-68 Ri3-IH 8F7$ 08 hT6,-TH Sf10 43 8fY0-1H1$E2hi9 L924 08 SFaB W ffi$-'f8 St-DH Cf32-18 3' 6" {421 PRECAST 2231 30$8 3719 W42 vow 8%4 95a2 Iml 3M lgpy 6113 7547 M74 103$4 1180 4'-0" {48"} PPEw1ST 1955 25SI 2751 3a20 4890 39C 7034 8107 26A3 4805 13 7547 5974 m394 1180 4'-6` (54') PRECAA 1r i989 ! 2110 2031 3753 4578 SOO Y24 2189 4375 11R3 7647 8572 1M4 1T809 S4 PRECAST i217 R349 i438 1919 25tm 3i23 36" 424( 1863 3090 53$S 7347 IMIN TOMD"(74'7 PRECAST 1062 { Ri03 1173 1531 2D90 2549 3W 3470 745! 2122 430 7165t, 6036" 7185 RM 6-5" (7$ j PRECAST 9D$ 1236 2177 34W 3031 3707 4W 5061 1239 2177 RN 5381 8360 IW9 dCtS 7-6' 90 PRECAST1 7 1011 1721 2532 2205 2N8 3191 30 1729 2641 38" 501 8467 6472{ 1127 PRECAST 554 tr$o 1$25 25$4 3498 2618 3vz 1245 1843r14" 3486 PRECAST 475 4.R W 1247 27V 2103 25M 1052 163R 2781 3M 4734 PRECAST 362 945 1J6H 2423 3127 94S 130 2423 3127 40M 12'-0"(1441 PRECAST 337 540 873 1259 2191 2005 3552 540 573 M4 2193 2805 3532 160 PRECAST 296 471 755 1073 18M 2316 1 2l18.3 471 755 1075 140 182 2318 1 2883 PRECAS Y74 424 703 i002 13M i697 2127 200 442 700 1002 1328 107 2127 2630 14'-8" 17 PRESTRESSED N,R MR NR 99 rut NR MR N1 45H 753 1370 1R02 224245 512317 2712 i5'--4'{l6c`)PRESiRE55 PLR. SR M81 MR 14R NR M 10 442 710 1260 17:3 2059 2320 Z14 t7'--' (2081 PRESTRESSED NZ a MR RR i#i MR 9309548980732J281189918492047 19'-4'(23n PRESTRESSED V. A RR xR MR MR m ' 235 420 76D 1031 1252 1515 1716 21'-4"(256"j PRESiRfS D 1 NR XR MR MR M3 AT 18D 1 340 5M 1 645 1114 13% 1468 22' 0" {284"} i RESiRESSFO NA NR MR NA a RR NR m 11# 315 55D 784 7A47 12M 1399 24'-0(298)PRESTRFSSEO liR. MR ix 250 430 m4 884 1092 12'M . SAFE UPLIFT LOADS FOR 6" PRECAST & PRESTRESSED U-LihTELS e 44i4TC SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 3'-6" (421 PRECAST 4'-0^ (461 PRECAST e-V (54) PRECAST 5'-, (641 PRECAST PRECAST 6'-8" (76 j PRECAST Y-6" (901 PRECAST 9'-4" (1121 PRECAST c 10'-6" (1261 PRECAST 11'-4"(13C) MEW 12'-0" (144' PRECAST 13'-4"{180' P1tECAST 14'-O' (1681 PRECAST 14'-8"(176 j PRESTRESSED 15'-4"(164 PRESTRESSED 17'-4' (2D8 i PRESTRESSED 19'-4•(232j PRESTRESSED 21'-4" (256') PRESTRESSED 22'-O' (261") PRESTRESSED 24'-O' (288') PREESSa1TRR4E' RIH 15SSEDESREPERCENTARmCT'R4 ORS FORO40 - xn 1,tpttvnv l: tn r4u. tow1 ariccl . ) i±A27: pl"IL: sAFE LATEW LOADSFOR V' PRNCAST S PR& STREss6D U4.amms f' SAFE: LOAD PLF TYPE: LENGTH 8U8 8F8 R CMU 3'-6' (421' PRECAST 1025 1024 1 15M 4'-O" (48^) PRECAST 765 783 11309 4'-6' ,(541 PRECAST 592 591 11073 5-4' (64') PRECAST 411 411 745 5'-10"(70' PRECAST 6'-6' (761 PRECAST 340 j 507 339 721 616 490 7- 6" ( W PRECAST 424 1 534 363 9'-4- (112 } PRECAST 326 512 230 10'-6'(128') PRECAST 284 401 180 1Y-4"(1361PRECAST 260 02 154 12'-0"(144-)PRECAST 244 402 137 13`-4' (1601 PRECAST 217 324 110 14'-0'(168') PRECAST 205 293 1 100 14'-8"(1761PRESIRESSEO N. R. 284 91 15'-4'(184") PRESTRESSED N.R. 259 83 17-4" (208' PRESTRESSEO N.R. 194 64 19 -4" (23n PRESTRESSED N. R, 1413 52 21'-4'(256") PRESTRESSED N.R. 125 42 22'^0" (264") PRESTRESSED N.R. 116 40 I24'-0'(288')PFESTR { i NJL 91 1 33 im NJbi9ERS 1N PAREA REkO ADDED RESAR. SEE GENE!W NOTE n 4 ON SHEET 3 OF 3. PRDDOCT S PRODUC'TRRNMD lyieywi4h04eP• lW3 8 a -a+'`M3.c. B Cry es s lplying wish1hsFloiiAaAcceP!mxc J' n i4 022 g ildq Cah A-- 9 kA Ez 3 c AocsQ.: c.a 4 Uss Acfa/ Jgg' r°/u j c ku Rhl v MFRdl. N47TTS - SHEET 3 OF 3 C.lntrol v*a. j4 `I S ARE PB4CERT REDLDTH>: 35 FOR GRADE 40 GDERAL !TOTE NO. 4 ON Sl1W 3 OF 3. PRCOUCR'}ifRY}e'JD PS)vR4utAol;kNdu ' ArccAuleaTRa - a a', 0 7, 7m1Arm D„e CRAWAXIM7-16 W40RUGR 1 N SEFFNER, R. Wil Qr C A I'1' 1+ FLPLUC.N0,44758 ' F-CRETE 8" LINTEL FABRICATION DETAILS 4 01ARi 6!1 rfd8!hY, Pk• - a10. )m, 4#54 WE 1t0410 5G4it _ S#C12A A14 ra/ P. Ph9A$ Pt - RE0. R0. 44136 0km Ya m iR:4 2 of 3 QA;:r r RAWTV LOADS FOR V PRECASTW 2" RECESS DOOR U-L1N JELS Y 'Vj+fivw 1 Y SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE aus5-a9 W06 go -to f Wt 8W18-a sa-cis lno- W10-18 8R°N-' wfe-1 SM-1 w2i-fe W36 4'-4' {52' PRECAST 1535 1749 1a1 3.4 32W 430 5421 6493 7b67 ME 5206 W9 W60 0479 14093 I 4' (S4"j PRECAST i596 1 1494 1750 4063 29U 3M 4946 Q4 6W4 1 Mill =6 8839 6060 479 t0093 65' PRECAST 9k4 1167 1770 1716 2277 2639 3402 3966 2401 4567 OU 00 7917 2311 5-1D°(70'j PRECAST alb s68 1113 16" taoo 2124 2649 3m 3700 2342 4242 66MA 8000ot 74OZO 07A6 Pi ow. 797 901 9Ui I= 3120 5M 7747 9448 73W 1825 3120 " 7915 9429 1 7-5 (90"j PRECAST669 J65 i490 2459 3775 3743 7233 b023 14SO 2469 377E 5743 Mm IW3co 9'4" (11S") PRECAST 411 4 5z6 999 t560 r253 3129 4091 3148 999 liT 2253 3129 40 b69i SAM LATERAL LOADS FOR B" PRPd:AA'p xd 2" ii£GF38130OR 11 4TEL$ A3'7 R41Y'G7 SAFELOAD PLF TYPE LENGTH BRU6 8RF6 I R *MU V- 4$ (521 PRECAST 541 PRECAST T V75174W 5'-i0"(70"} FFEtlST 6'- 8" (801 PRECAST 595 788 464 i- Sa (90') PRECAST 609 674 363 9'- e (115) PRECAST 370 490 1 214 SAFE UPLIFT LOADS FOR 8" PRECAST WI 2" RECESS DOOR U•LTNTELS 4 F4T2 4_qm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE? LENGTH tP8 tT t0 a 4 i 8 i 1T eR Xo er ct-ti 04- 2t 0- 01`14-2 MMI- W22-27MMI-17 21 4'- 4'. (52 } PRECAST905 T6 2362 3751 4445 5140 ws 1eSo 2362 3056 3751 4445 5140 4'- 6" (54'} PRECAS est IW4 27n 2939 3607 Ws 4943 OR 1691 2272 2939 3607 4276 4943 675 1 A97 2325 2854 33U i 3911 675 t289 1797 23H 2454 3302 391I F'- 10` (7D PRECAST 655 1207 17 2269 2773 3ffiS 2799 ass 1233 1746 2259 1 2772 3206 2799 5- 8„ ( 570 929 t 1960 s429 26n 33 01 S7ot0eo15aa242a2679a2990"} PRECAST 6s 742 L194. 17$6 2165 2567 2968 50b 1364 na 2166 2387 2915 s'- e" (i Is•} PRECAST 3% 468 964 12z2 15W 1 2160 39S 5so 1072 1306 170i 2016 2331 j1} THE NUMBERS H PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 49 • SEE GENak ROTE 18 ad FIELD ADDED REW. SEE GENERAL NOTE NO, 4 GENERAl. NOTES t ww dx 12) ,; A,b s 1nmwbo m Ik.air k c 8' 9.61 - 40A 0 1'. PC arM9aNei - iMM yd 7,// vc gg9ra..o ary w»u [b0 ida.'iidnhmm tt2 0) U..xww sud— d 6dot. wea k ad.dot a tt gry o.b .tw0 itan dal+cw eppled k ae rdo»e[idU kStY 0-fR6 a vlav eyprw.d oo.Gy bo% uald idao torAA615rdn0E 4 Pr. al+aiw4 tkoa! gyp' A9 A410 W'." m k. rdoXAw y0 o•••D 14j baL 9 aea =r }yir and a6nddbeh..akaJ !or iha xda Ik. to5wbq qy r ta" t01 Pr+ Aa7tf IN T" M K S Appw YCff.0 bOd } ww iw&.Ad lond S 1.9 ko4 ' Y} 1o13a) o" M CAJ4o" 4 Wo oor.k.1 wrkl9. Wt Y. " 1.0 W4 bodm W iaoa$. 0 0.k bade far sr4d ttP Sl8 n.d sa6s mg as It id) fa romp. 7. SNd ee;g51+ tti .dmm wx .nk load Imae ++wd !m MFOtd .+.wart 8 1 3acltu. Ibi (or aaltl R.89" od fAaaa, ir3a mta toad Nao omd k.9ot 3aylh >dmarrt 3) Dana. 1A m.Aw Sod .ed A.4 17) Sde bedb w rjWWV..6 .4..tk *da 4; '• 4) -# , 0+ 1' 1. P-9.ut. 7adc.Sa. Lie Perotd r:dx0oo fm pale 40 WA oddr4 Mar: 10) Sob io.dr board m fa w dm'go P•r AM 553 sad AP 3" fa9mdc 7 6 2uAa m37 is w4 b.d 0-2 ua a tsx r.awso. 4 64 85 S91 P. 12) AOr. a takaof mn h da aar b ' ng o4 aw r6alweed caxru' sn2a a6on 6rkd. 4o amoxe i' ; 3) 10 ddak aunt aasad q T. Pttr —+Z 6fE !T-4" +W im9.r maafs D8A0k081mdr400af swc.. 19. FWW. &W H RUJi7C1' SiEf d'?:D as c ;P$Ybv ttiib*dn F' rim J.: i Srom 9uDd"W9C.pk Shoot a, ram. waMa 4. _022 1 tmTtsta si5gppy, 7) e Tr r.brr e. d.eSTdd W n. Ns ratan 4 a1 ua. aa.n d raki .wd f s u. u.3atecta d ma® uk. AP Ca' mm SEE WE LAMLOAD r r a sinm of ta. low talk. TAIKS TDR £M21 LW RAtTtNO THE NUMBERS N PARDHHESIS ARE PERCENT REDUCTIONS FOR GRACE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO, 4 TYPE DESIGNATION F Allt- 40N411it' Df IS NEW AT t BDfl t C UHtkt GWY F 1.` i• 8F16-18/13 W) i1 w AT m 5 JS HE} aR AT T0P Stti I>] R6Qb Ile CLEM Tha d t fld! RI¢j s.Yi wiD Caa.t?IhiV! k1 bqa E bi ' . 4 • s .. A % ' q 9x a+a0.aatt rom5o9 s.a+std aaa dxor d d-n.q Irvo 3u <::•r.; R£0 0f ED 12d11 ) w+ "T.•' w a d ` .. PU1L xtalse r134mucrsTip it , s rN O iOi kR Ild e •auvhl=slawuxautca0,44 11J 6auwa gad ads rebar m a bc.ia4 d 0w fio e a d N. kw r as 5 . /V ct 7 1 utrP (GW or "c b- a3_OF 43< Cam tY F C63iiI 9E At6 AT D03kN1 W isn"ATaDnomCTNEVISM) L7- 4w ACIK t1t814520 91 im I amoyitrA will, it,. PG;rid: 0• R1 Q 13M WIS Cade u` 2.o' L2 picrullY tlit I 301*p OD4 i 16ara. K a C'.on,m' & .ItoODya -z W4 CR 579 ej } TMER EL V& 1 t4M 'rr..• a.e.aanit•a' ee•r..axr,a•n, . - i Ni- G UgpEvssrara:r: ictT M IAM I-DADE i 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Cast -Crete USA, Inc. I'.O. Box 24567 Tampa, Florida 33623 MIAMI-DADE COUNTY FRODUCT. CQNTROL SECTION 11 805SW 26 Street, Room 208 Miami, Florida 33175-2474 T ( 786) 315-2590 F (786) 315-2599 ivN, nyj iiamidade.2ov/economy Won: 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 Slection ( In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD461.2, 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 elate by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, ABELING: Each lintel shalt bear a permanent label with the manufacturces 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. GERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. on D e: 09/11 / 018 Mtt•pAr)ECOUrVi'Y ---'/ f!/ Expiration Date: 09/11/2018 Approval Bate: 09/28/2017 09 / Z g17_6j7 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P,E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets] through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P,E, B. TESTS 1. Test report on flexural testing on 4' ; 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04/10103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.-E. D. MATERIAL CERTIFICATION: 1. Quality Systein'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. PD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drmt ing No, L.T4612, titled Cast -Crete 4", 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P. F,., dated Allarch 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. L-tom.---•l` C_Welmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E -l. 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 Dralving No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., elated 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 Mianri-Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTIIER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P. E., certibdng 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 Mianii-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. X. 6:T-feliny A. P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmving No. FD4612, fitled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. L7746.12, 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 (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, dated 08108117, signed & sealed by Craig Parrino, P.E. Cl Eielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA. No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date; 09/28/2017 E-3 HIGH STRENGTH PRECAST AND T` Ra PRESTRESSED CONCRETE LINTELS £ " TYPE 'A"TYPMt, O P STEEL LENG7,H 12• aAEc=7 t-+nett +a• Pace•n i s• aECt5.5 1 tM3L s". Yt'CAST'^ fL r cnm uwrlt jj 368 ss f - Y LLCRa • . . P' snnun j jx7r 1•A DAR L { I b 2 f,. d" SOLID LINTEL DATA TAM UDWTM y_ • fl A-b S 1SEBAA C ' JO-4 i^3 p'-i 6" PRECAST U—LINTEL DATA .TAWX ES1'>• FiiiliLLCH:If;:i:l rin r•cr va nr t<v P rYEtirFf,HW[2r8iCaflt' LFi tRTPPi:Lf 1Q= ini.iz:r<:,rrra T 7[rs 3./r- 1, sTc`YS+Qai214L+1B3i SiCYa 112" PRFf.AST Il-LINTEL DATA TAKE FiGSi[•)lII..]t[frie 1T.iC,OiSap? 1[T1/1 rz•T. ra>•erlrzca[7iIJ!':'Ji7 i F:irF7Si'L.1 n i[lru..oms r,ar:>r rre rta,t+rzmc•r 1 9c Rs.srta:.uame>, r mez mErr gg((`{{iip•T1.7 i{ivrrs i i'c.n.+tYtlir-raasa is i,!lfuilBiB '1it^.i)1S1 Nti+7Ei• Ei fC fEI J ;Ban= taaa,a+em l JrtJrfa t.r coo c,c zr[at.rvai[3 3lFJt E¢3i L7® y+,ytwryt.,7({;p[fZ!lL:ii7C71 i7 i[;iQSSE7lt clevsgsienercrc><s]aift•'r> :ictars cszcrn=c avBca u MEMMR Of 2 A" BOTTOM STEEL LENOT2 12" PRECAST LINTEL REINFORCING CAGE FARRICATION MODEL 11. PMCUM PKIW WAMiKOMMM PAOWM A"MAI, 6 IS P"IWTM AY Cp"OM LA" AM WMM SE AEPA0W= 9A OWNSUMO mirom W PPN)A tYAAT(B COMsw CAST-=N Um. Mc. L M WOACPtO ST(N 7/31 24 4U 01% N. f1. AMP R ASSq 4. st erm STMOTH, n NIP 11 WN UM1o5 . 2M Po O2A0( 0 As1M 01. 6. — AK VUL NMKR or s aw" B w wo AM tt M1So sTMm10 L C,, nn sMjtMMM 1'0 . SPUD 1S1 1M1 A1( 6 AMA NW 12 *W Fxx EAW w w WE Sow"41"V OAM 7PA VAUMA - 0. of PAEM4 LW M% fY . 3w PSI 1P( 1 AMM MMIGS sOABOPs . 1, TMW ]BE AOM(W CAVE fA1A1 =- -9 SAOAS L ! IMI am WOU K Cat BIAY Oft DKA 10 W YWS11 "M AIM 2 SW Ws tAOM WM M. 0. S N 11 mcm tAlltif min 51'W" rm io1M( cM' 1{ j Yfa PRG:UCT'RN:SED u ¢oW. 0*11 with 910 rlori N • ' 0 • Bnildias Colo A*mp co1 00•8. 21./g m v c j} T,P FwrtdA 0. 4 f N 1B OaUlp; Cw e 1,xnpiw,<oNpJ$-O o30a3 S OF •'J' C A, cta+IraAonzruoYA11,r Al % e,,'+ON` t+' Lh NCO PRECAST AND PRESTRESSED LINTEL DETAILS ftt[ lUif• 1MWI4 DFtfi W, VM AAA iiyu AS O1TF 3hA Al E11FiC n n 1' m PAiom PS CAA L F. 11 $am: 1 Of CFSdE.RAL NOTES 1} ilata.ria3c Ca 4' Pwsst Enid - 3000 PA ra i' d: tt" y:scosl iktd = a0W ps; tu'v) ppv hS(k q9 'atSv ut - axm AbtS115 r4 t8D0 Pz nbar f'K AAi1 Wads la, mreiw prr A's^ol C270 b'w >d or S 2) Aa w?a bad t.Wea W. d as mW=m 4 WO as &A b—a 'Q. sby 20Y. axe.2n9 lan9 hi b,w 8wA 6 , f2 ksdes. 31, P—i" Wl mo;lm bad and hwd )dnU. 4) iM m,Mbs in parmtbwbb ind'zoka th, Paawt tedae0oa fa V.ba 40 bid adU4 mbar. sj tiz2 i+2a (t2zs l u2epa 5) AS RA4 an,i ar awed dage, n. Untel typo a 12M 1 -4- h kaaar mae,s or as. -ad !/1a0, ddkclko, Use is rtodlsd to c .Mm mal t. SO" &.44" Cads Sscrwn 16D6.1.i s oypi' 6) Shor. lined K.W. ae r"*.& 7) 4' M XOA to bs rileded w/ 4' d+rosasio• bo U'94 oad a' diewasim what. 8) jApan mast camPid• aiib Lk m.hit.Wro 8} ,1» dasigrs• m>)' aq'ew:, awe *.w bads I= fro sd• bad to- ,y o4aq aw ma bnvm u»stog awmsa: aad shwt of 4-osa7 from lb. fats al 'n+PPd1• 12) V 3 12' ibkb ara =.dodsred +rrM 5-1/2' bn4 ankles d 4!n 01& {o w oudoto wt'r:* .0 r•'s•..LN and 9Y t3) ibs •dwf« v f— 1ya a00*N at t— =W, M:Z.4 e9- wy 14) bo aiaidd Sw 0aia ca*A trio fd;i+q Appal sa&d loud M*4 iari,oakl 1.0 Sala " I"bod { Sore h2ho" kod 5 15} Fai awsp b kw bdgbts -A slwm ma oak b.w 1rar acd kw i tw A-Ift 16) For We) * 94. m! Af^ bss wb bad !mm amt kagaat IV* •bars. 17) Sda bads .. wparimpoasd aPa." ka4s. SE) Sak bode based .a mUosv, d*W aiatjda pa AO 530 obOrs lttasnw. aSnddae AO 3% 19) yl d and r_d. _ wlR( ti SEE SAFE LATERAL LOAD TABLES FOR LCe10 RAW FOR EACH ApO1i FA RENFORCEO CIA) (RCS+ J) j 4: _1i'r•+: PML COURSE 1) 15 REBAR FOR 6- was Y C R iiP 2) $5 REW MR 12' LINTELS GR40 or GM SAFE LOADS FOR 4" SOLID LINTELS GRAVITY TYPE LENGTH 4S8 T 3'-6' ( 42')FPRECA7 1180 4'-0- (481 959 4'-6- (541 PRECAST 789 5'-10'(701 PRECAST 480 6'-6' (78' PRECAST 360 7'-6- (90' PRECAS 260 9'-4' (1121 PRECAST 156 10'4'(1251 PRECAST 116 12U8 4A UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (421 PRECAST 687 371 4'-0' (48' PRECAST 597 3200 F'-6' (54" PRECAST 529 258 5-10'(701 PRECAST 407 148 6'-6' (781 PRECAST 366 118 7'-e (901 PRECAST 280 87 9'-4- (1121 PRECAST 187 55 10'-6' (126") PRECAST 152 43 12F8 12M 12F16 tfj 80kao fxk addd ram to i# bukd at Lbs batkm Of U:a rpe"td PwVISS6 SUS 6F8 6F12 OF16 • i , -5•„--} f, "., `. ,1 raoflTres - W'.' iyh,G arlEh swid+*+E Cab ('i '? 7i "'1"; 3 +• 'rf • Atartmue Pto t:] fii Daia,(Z .I% Q TYPE' OEStGNATION q ia{ >. _ ••. + r. n4to +rfMJ la. ulu.9 ai41 1.„ .,, •.;'•.. • M12F16-2B/2T aovot » m,j-camrtf! s ":!. •'}''''.:,:J4 3T:'..:-y :. •-'' .'" ^' axaas inae Riaw N , d ti ttanaa qam rVt' wn •`,vs 1 ' '"•` sits%i;;i , 'r.>:'•'" , ^;: :;. ? -` 12F28 12F24 12F20 b u N,D A,; >•• k, , YRO?3I3Gr 3' ii?VlS7i1 1,a i s, aoanplyiag With f7ia Pta{,,, U Nf {eQ[}S s. f +. a "S% 1 ST T OF Building Coda 1, s a' ACR • . • • . . • • D', j , ; CflAl6 PAWN0 4 12' rtaasr4nr, rActH •,,'.3,. O R 14.• 'Q• 6324 CA 679 !8 6F32 6F28 6F24 6F20 Ilea, 5',Q 'JC\o PSEFFfNER NCI i fl44756P Q®{p - CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES TRY WiL ws*5-14 CW. af: J" AWAT :ML,• M4 Yil£: 3/24j03 C4,*MD fis; 0RN6 PARidiO, A,f- - ata. K0, 44736 aa;,Oss:fe,. 114612 $aii 1 0r 3 I SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS SAPS LATERAL LOADS FOR 6" PRECAST U4L4HT£!.S 4—T+Cwnx SAFE LOAD -POUNDS PER iJNEAR FOOT 1 4m,-44" SAFPLF AD LENfiTH TYPE 60 0-15 6F12-t 6F15-1 bf20-t8 1h18,S'28-1302-16 1LENGTH TYPE 6U8 6F8 RCMU 3'-6- (42) PRECAST 2332 2675 1592 5050 6148 7227 F 8297 9357 3'-5" (42) PRECAST 587 1055 596 4'-0' (48) PRECAST 2C25 i 2313 # W92 5C50 148 7227 8297• 9357 4'-C' (48) PRECAST 487 787 445 4'-6' (54) PRECAST 1654 11887 13633 5050 6148 7227 8297 9357 4'-6' (54) PRECAST 415 = 609 344 5'-10'(70) PRECAST 1067 1260 2198 1 3557 5734 , 7227 8297 8225 5'-10'(701 PRECAST 300 350 1 198 6'-6" (78) PRECAST 949 } 1078 1831 2850 i 4328 6737 8297 9357 6'-6' Qfl) PRECAST 253 495 157 7'-6" (90) PRECAST 779 883 1459 l 2185 i 3151 4524 6554 9357 1 T-6' (90) PRECAST 222 367 116 9'-4' (112') PRECAST 584 660 1056 1523 2084 2795 3731 5317 1 g'-4" (112) PRECAST 173 352 74 10'-6'(126) PRECAST 503 566 895 1270 1705 2236 2898 3747 10'-6'{126) PRECAST 151 276 58 11'-4°(138) PRECAST 457 513 805 1133 1507 j 1952 2492 3163 11'-4'(136) PRECAST 139 311 49 W-0'(144' PRECAST 425 477 744 1042 1377 1769 2233 1 12'-0-(144) PRECAST 131 277 44 I3'-4"(764) PRECAST 373 417 645 895 1170 1485 1852 2808 2285 13'-4"(160') PRECAST 117 223 35 14'-0'(168) PRECAST 351 392 605 835 1087 1373 1703 2087 14'-O'(166) PRECAST 111 202 32 PRECAST N.R. 299 455 620 1 794 985 1198 1437 t7'-4-(208') PRESTRESSED N.R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR • SEE CENERAL NOTE 18 GRADE 40 FELD ADDED RE6AR SEE CENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS c"m ~" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTHTYPE 6f8-IT 6F12-17 06-17 V20-IT V24-IT U28-IT 32-IT 3'-6- (42) PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-D" (48) PRECAST 1225 1800 2357 2913 3470 1027 4583 , 4'-V (54) PRECAST 11083 1592 2084 2577 3069 3562 4055 V-10'(70) PRECAST B31 1222 7500 1979 2357 i 2736 3114 6'-6' (78) PRECAST 723 1097 1437 1777 2117 j 2457 2797 7'-6" (90-) PRECAST 64S l 863 1249 1544,11 1840 2135ml 2431' 9'-4- (112) PRECAST 575 57100 98O 1252 1§92 i 1732 i 1972 10'-6'(126) PRECAST 514 462 787 112t ` 1336 11551 i 1766 I1'-4'(136) PRECAST 474 404 SAS 985 1213 142J 1645 I 1T-O"(144') PRECAST 454 387.1 619 888 1D93 1299 1505 13'-4-(160') PRECAST 402 308114 516 738 906 1076 1247 14'-0"(168) PRECAST 368 285 475 677 832 989 21 1145 17'-4'(208) PRECAST 253 208 338 m 476 585 A 693 803 j' THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEIAR. SEE GENERAL NOTE NO. 4 CRA1G PARRIMO 701NAA- SEFPNER,FL 33584 4311g' FL.RE.MNO.4475 ROD' LZ r 1,5YISET) c a pl*s evilh 4z F4jsId3 iaWid; (.'.tile Arscp:uncc Mo - O 2 /. lB kxn, i ion Dax /$ syMiami D u Coatul P' -0° PRODUCTP,H"ro nP15'i w1V, t FHa A Wfdk,C . rtAn CQ 3' ru/ dpC'^"'P4 F "` v``,°'' of : a 1-CAST—CRET£ 4, 6" & 12" LINTEL SAFE LOAD TABLES OP 0 N Al R ION - --- wa.m ,. FaWNEt DBMS-14 CAM Cif, SPUN ABNAIW SCAIEt N,T.S, 1 DATE; 3/24/83 1 tpEM 8T: SFAW PAA ID, P.i. - IS4. ND. S3T36 D 00xRO. rtA02 SHEET 2 4F 3 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4 SATE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1298 112W20 12FU-20 T2F18- 12F29-N IM4-28 12F28-26 12F MS S-6- (421 PRECAST 3428 15000 5838 7619 j 9352 11060 412755 14438 4'-0' (481 PRECAST 2923 1,4232 5838 7619 9352 11060 12755 114438 4'-6' (54') PRECAST 2396 3464 ' 5304 ( 7619 9352 1106C 12755 14435 5'-10-(701 ?RECAST 1612 12,320 3218 15234 487 11060 12755 1443j,! V-6" (781 PRECAST 1383 1986 2679 4196 6423 10032 12755 144 T-6' (90'j PRECAST 7135 1628 2137 3218 4676 8756 9763 13S2t( ' 9'-4' (i12'j PRECAST 795 1216 1535 2230 3083 4167 5593 . 755 10' 6'(126"j PRECAST 61A i043 1295 1653 2538 3323 4334 15632 11'-4'(1381 PRECAST 518 945 1IV 1649 2216 2893 3719 4746 12'-0'(1441 PRECAST 456 878 1073 1513 20M 2817 3333 4= IS-4'(1601 PRECAST 359 767 9, 928 i294 f 1709 2188 2743 3", 14'-O'(168" PRECAST 321 7201 865 1204 1584 2017 i 2451 3106 17'-4'(2081 PRECAST N.R. 4514 6316, 887 1141 1428 1750C 2102 19'-4'(2321 PRECAST M, 343 V 477 1 700 925 , 1152 1380 i609 FnA 49- *2FhAQT IIJ IMTF1 R 4SAFE LOAD q PLF LENGTH TYPE 12U8y12F8jRCMU 3' 4" (421 PRECAST 1295 484113933,1' s 4'-0- (4r PRECAST 1295 4841 2994 ' 4'- 6' (54 j PRECAST 1049 3922 2417 6- 10'(70 j PRECAST 681 2547 155 6'- 6' (An PRECAST 579 2167 123 7'- 8' (901 PRECAST 474 1 1771 914, 9'- 4- (112'j PRECAST 355 1328 58 10'- 8"(126 PRECAST 306 1143 454, 11'- 4' (136') PRECAST 278 1041 3$ 2'- 0'(144" PRECAST 260 971 34 IS- 4-(16n PRECAST 229 957 278 14'- O"(168') PRECAST 216 809 251 17'- 4" (2081 PRESTRESSED N.R. 1 633J 16 19'- 4'(232 PRESTRESSED I N.R. i 534J 130 U) Be kAA MRS IN PAREKI EStS ARE PER W REDLCEIGUS FOR 6RAOE 49 FEID AMID RERAN. $EE 4ERER41 WE R0. 4 SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 12" PRECAST W 2' RECESS DOOR U-LINTELS j) TIE RJUSEM B4 PARDiTH SS ARE PERCQ+3 KDWCTKh1'SMR GRADE 40 FKLD AM REM SEE ZENIAAL WE a 4 LENGTH , s Actin 4'- 4' (521 PRECAST 1295 4'- 8". (54'j PRECAST 1213 V- 6" (68' PRECAST 784 5'- 10"(70 PRECAST 747 6'- S" (80') PRECAST 602 i- 6" (90 j PRECAS, 504 9'- 8' (1161 PRECAST 355 Plzm TCi'REV4SSEp 6: FLlZyIngc ith tha l l,,,i 1 Jg Cootrel SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE t2T8-2T t2IMI!12F16-211"-2T12T24-1T 2T 2F32-27 3'- 6a (421 PRECAST 2752 4287 5613 938 B264 9589 11.0915 4'- 0" (48 PRECAST 2-W 3721 4872 6023 7174 8325 9477 4'- 6' (Ul PRECAST 2113 ( 3291 i 4310 5328 6347 7365 8384 V- 10"(700 PRECAST 1623 2527 to 3310 4092 4875 5858 6441 6'- 6" (7n PRECAST 1444 2269_ 2972 3675 4378 5081 5784 6' ( 90'j PRECAST 12671 ?767 258 3194 3805y 4417 5028 9'- 4' (112') PRECAST 1328 11710 2006 2590 3087 3593 4C79 1 10'-- 8"(1261 PRECAST 920 947 1012 2281 2764 3209 1113 Il'- 4"(1361 PRECAST 856 829 1404 198249 2441 2902 3364 12'- 0"(1441 PRECAST 814 711 1269 1788 2201 2616 3032, IY- 4'(1601 PRECAST 678 633 1057 1485 1826 2169 2513 ' PRECAST 622 w 586t 974 1365 1679 1993 2309 17'- 4"(208"j PRECAST 434 427 695 964 1182p 1402 1623 1g'- 4"(2320 PREGST 386 370y W4 817 1002 1167.1372 I) IK RtBdRERS IN FARENIHEM ARE PERCENT RE06>w= MR GRADE 40 FED ACM R EBAR. SEE GEh[RAL WX R0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U-LINTELS 4 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12fF6 2T112Af14- 12Eft4 13iF 8 21l1df22- 12RF2S 2T12RF30- 4'-- 4- (52') PRECAST 1626 26M 3746 48A6 5367 69M 1 7M 4'- 6" (541 PRECAST 1558 2582 36N 4623 5643 } 8664 7684 5'- 8' (68i PRECAST 1210 2042 2850 3656 4466 5273 t 6081 5'- 10'(70'j PRECAST 1173 1984 2769 3553 43M ' 5123 5908 6'- 8" (80') PRECAST 10201 1538 2426 3?14 3802 4489 5177 - 7'- 6" (901 PRECAST 904 1 1226 2153 2775 3390 4003 4$17 1161 PRECAST 703 771 . 1472 2181 2663 3145 ' 3628 Rtl11M tR PARENTRESIS ARE PERCERT 1W.CROR3 MR J • (: N' • 40 1" ADDED M8W. SEE GENE AL WIE R0. 4 441% llR01X1 Yi R ifli " iC • * „ Wu"Itizrg C.atewthe Fi"ritla T £ 1 1 F ' LY4 Anw{na,co Noj¢a o o a3 R1P, Ofi Mt3PAT#?1Nfl tonb,ra , 678 6324CR579 i s5' `+` SEfFiVEf9, A133884 Bea utt a m a E;;.+' FL. A.E.'17fl HD.41W15s o — CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES fu " A MU7-14 CAAMN BY. ;DRAB ARRAW SCALE: R.T.S. 1 ,'! g"-•y-.+ j omit 3/247D3 ! DECK D BT: CAAEC PA&91, P.E. -AEG. !!0. 4i7561 DRAT RD. L14912 SHEET 3 W 3 ( MIAMI•QAQE NIIAMI-DARE COUNTY m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I t 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miatni, Ftorida 33I75-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.mianddade.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-Dadc County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AIIJ). 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 determine([ by Mianu-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" .Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated .Tune 7, 1996, last revision dated June 12, 2014, signed and scaled 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 Miarni-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & F,-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. 3 NOA No. 05/21/ 17-0821.19 022fAMFDADECOUNTY Nll,,,.a t ' Expiration Date: 05/2I/2022 Approval Date: 09/28/2017 4CJ /24/2-1 / 7 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 J of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. H., dated 0610 7197, revision 94 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. z 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.1,7., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 94 dated April / 996for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-82 75 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certtfled Inspection Report #20-8345 dated 11113195for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report 42111-078240 dated 04125196for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-.MI9614 dated 02129196for 45 rebar by Birmingham Steel Corp, 6. Mill Certified Inspection Report #58-A66332 dated 01128196for #4 rebar by Birmingham Steel Corp, 7. Mill Certified Inspection Report #84-M20 749 dated 04105196for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196,for #4 rebar by Birmingham Steel Corp, 10. Mill ( 7ertified Inspection Report #84-M20652 dated 04103196jbr #5 rebar by Birmingham Steel Corp. A Imy 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 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. .11%Iill Certified Inspection .Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Plade Precast Lintels dated 05114196. 13. Quality Control 1Llanual 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. MATERNAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No. FD8, titled "Gast -Crete 8"Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing Na. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables`, sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on, flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMS-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. ClAelmy 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 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 906-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By -Miami-.Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER L Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, F.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.B., certifying compliance with the Florida Building Code, 2007 Edition. 6ffelmy 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 L Drawing No. FD8, titled "Cast -Crete 8 11 Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department 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, RE, 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 11 Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1, None, C. CALCULATIONS 1, Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL, CER14FICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August .19, 2014, signed and sealed by Craig Parrino, P. F!, certifying compliance with the Florida Building Code, 2014 Edition. e1i In y X. Mal ta, r, P.M.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS J, None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatoryand Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTIIER 1. Letter from Cast -Crete USA, Inc,, dated January 13, 2016, signed and seated 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 ASTAlf F-529-94, prepared by FTT, 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 (kER). E. MATERIAL CERT)F ICATION 1. None, elrny A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E .. 5 Cast -Crete USA, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Lotter 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. d& 141 - tmy A. Makar, P.E., M.S. Product Con trot Section SupervL-,or NOA No. 17-0821.19 Expiration Date: 05121/2022 Approval Date: 09128/2017 E - 6 r t.., It L 'I SyP,. "A" STIRRUPS xy SitRRUPS 6 1 -- B LINT ST 12RUP CETAILS 4CA b T. 8" PRESTRESSED U- 7/32"A BAR sT11; TYPE Is" STIRRUPS + M g" I 5T1RRU SPAs11W. T1a4, 7 2 f7 1l-: a - 9 f3- 0.140 LEY 32 1 - i -2 5 5 O,tbE L30 MR - A a 0 Y- E 1. -i 37 713 ,- 7 i0 a- 0 21'-i° 0.id4 7H7 ilAE JAm_ 7/31 HAA 2Y-Z' L O 3'-L 3/r 10 12'*i1° fl,2H0 L11 $, 7/32 HAR 21--loy O 3'-19 3/ 10 m eAR 7/32 MAR 2V-1D" 5 0 v I 1/0' I 1fl A" PRF^AST 1 2" RECESS DOOR U—LINTEL DATA TABLE sc arrc;u Ettrrr k rr t::+t,c>erQ I"..5[JCf.1li[kF1111[lr+:.:vyT i2l ti w i iF 1i OF flkA>' t}ItIiVA Rx ,sm ,A4 mt'r ,rmr, Atl m4ti taG Yea 'IV u 4_ 1 Oats tA6ntEyAFry 21 ,"" I WftIR01M6 Atu £,AaRt'.'fN uoocL r ron m[x NriBts mi' r SA46P4 A I J13' T„• PPFCAST u—LINTEL DATA. TABLE r 1,! t4f-5rl3GZtii-ilit,:>Gidia t, t .tLi iiil CL 3i t K ECjYJt2 nJQCil; EiCIC tCKLIfwEt=ixi;'f*[1 9ii/ lita. rc rm rc>cf.'ttta,, mC. Et[3i2'yikrdM ii^3'1'z<'uf7e-Ei M P"tmw7AEY EITowilotd IR noq) m FOR PA0000T ArPAOYAL r 10 PR01901E0 by cOPymm SAWS ANO cow BE REPAOP.= OR NAREtovTED TMHOW nu PAAM WOVEN OmNstln Of S:A4 cf= vu m pprefG Ep INT STU 4. ND1D ]NE %OVO 1. MoJ4 CA SF# E U Al AASI AG101 INCH M6x1" 0 VOWED AHEjsRC00A4RAeCWA01NA,PREF 14 AGI RMJI& 11HY-AGATAy10f1 TAE3fEC:SIAO Mo wt TAO . r sACNiFOROt41N rwl TOE tlGiltiE j wA0, OT EjtMNP3 r a, iHCtl THE j MaoMHSA1AN0ASriM14. 2 Om me S34EMUM, WOG Ps roll 4' WmFn6GNW CAGE NOD" 'was s MAO" Amim, mcR x' 1'e = ,WG Pat Fox AO. PMOAST D Lmus. mw LAG$ m 4 2A r9NEos GT POt wmlN LAE ran PTA 9" i, mom PRFSC = Towk - 0?4 " tP" CDf f& OF r.ORORL7i NAT IX 04T9 tb UW GOEOTPCz41Kli1ANY&M 4 SSRYPElOU & fEUiEg9U F0 TA }t9,4T i$V114 AND N1Xxled flR{oE4. E s'' ra ucrtEevlsT go rb.1e q E40 L- 7i , CRAIG M PAOMNO > z d OR 579 A2am1 U l ot bnuut r{ f' SEFFNER.FL$3w i, s/UNA!_.ti;' FLP.E.LIC.NO.44796 CAST— CRETE 8" LINTEL FABRICATION DETAILS nr n'nr, 4401n-u mm on am PA1 m m - Ko. A z - iCI. —_am nu xn• i nnnc rmo A" oAF•[:oST R Pt2ESTRESSE73 U4JNTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LEN07H SJ6 va-08 seta 8F12-05 8f12-ta 1f)8-08 efts-ia 8i20-0a m3-)b JF24-OB OF24-)s 2a-Oa BF28-18 aF32- am-19 3' S" (42"j PRECAST 2231 309 371E 6163 6607 a064 9602 1001 30E9 4605 b113 7547 8474 20394 1I8M 4 -0' (48') PRECAST 1958 2i67 215t s6zo qa seat 7034 1 2a93 460S 6113 7547 9974 I0394 1I809 4'--6' (54) PRECAS 1599 1069 2110 2931 3753 4S76 54W a224 2169 4375 6113 76Q 8572 1=4 11a09 5 —4' 64" PRECAST 1217 1349 1438 1969 25W 3323 3fi86 4249 1863 MO 5365 7547 T342 W!i 10127 5'-10 " 74) PRECASTH ( l 1062 110$ 1173 1631 209D 2549 3009 M70 1451 2622 4360 71m 60 7)af sm w I e-6" (78) PRECAST 90$ 1238 2177 3480 3031 370T 4393 5061 12n 2177 3480 5351 8360 t et+2+0 7'-6' (9D PRECASTi 7 10i) 1721 2632 22OS 2699 3191 305 lost t729 2t&t 3m 5481 OH67ju 6472 9'-4' (112') PRECAST 554 s99 1I6o 1625 296( 3480 late 3a6z 752 1245E24 2584 34E6 4705 8390 t 10'-6" 12S PRECAST1 475 sm S90 2093 2777 2163 2516 643 tOR 2093 2791 3643 4754P2EGAST362 1b46 2423 3117 4006 1846 2423 3127 40M 144° PRECAST 337 973 1684 2t93 2805 3552() 540 a73 1664 2)93 2MB 3552 t6O PRECAST 296 471 755 1425 I 2316 M. 471 755 075 142a 1038 2314 28a1 14'-O'(168") PRECAST 279 426 709 1328 1677 2127 2630 i42 706 1002lto't 132k 1fi97 2127 2E30 14'-8" 176' PRESTRESSED N.R.7a 5A 8R 458 la3 1370 t9020 224a2 512517 2712 15'-d" (184"} PRESTRESSm NHL aR Na Na 8a RR Nt la 12 710 1250 1133 20* 23Z0 2323 17'-4'(206) PRESTRES D N R, B8 m R8 8a MR so 950 1348 18D9 1so 2w 19'-4'(232") PRESTRESSED N,R. HR RR 235 420 750 1031 1 1282 1515 1716 21'-4°(255) PRESTRESSED N.R, HR WR R 1 57 itR 1359 1 22'-e (264') PRESTRESSED N R. MR3M 1 84 w as lay 550 784 1 1047 S265 1399 24-0'(288) PRESTRESSED N.R, 29 D 450 5954 884 1092 1222 i, SAFEIATERALLOADSFOR 8" PWAST & PRESTRESORD U41.1NTEL8 t TYPE LENGT1i 8U8 I 8P8 ft MU 3'-e (421• PRECAST 1025 1024 1598 4'-0" (48) PRECAST 765 763 130E 4'-6" .(54) PRECAST 592 591 1073 5'-4' (641 PRECAST 411 411 745 e-10" (70") PRECAST 340E 339 616 6'-5" (78) PRECAST 507 721 490 7-6" (90") PRECAST 424 534 363 9'-e (1121 PRECAST 326 • 512 230 10'-6'(126) PRECAST 284 401 180 j 11'-4' (136') PRECAST 260 452 154 12'-0"(14e) PRECAST 244 402 137 13'-4"(1601 PRECAST 217 324 110 14'-07(1$01 PRECAST 205 293 100 14'-8"(1761 PRESTRESSED N.R. 284 91 15'-e(184') PRESTRESSED N.R. 259 83 17'-4"(208') PRESTREW N.R. 194 64 19'-4"(232) PRESTRESSED N.R. 148 52 21'-4' (256') PtESTREW N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 40 24'-0-(2881 PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR B" PRECAST& PRESTRESSED U-LINTELS it*R4t'a' I SAFE LOAD-POUNDSPERLINEAR FOOT LENGTH3'—e (421 PRECAST 4'-0" (48) PRECAST 4'-6" (54) PREGAST 5'-4" (64) PRECAST 5'-10'(70) PRECAST 6'-8' (78') PRECAST 7'-6' (901 PRECAST, 9'-4" (112') PRECAST 1O'-6"(126) PRECAST 11'-e (136') PRECAST 12'-0"(1441 PRECAST IS-4'(1601 PRECAST 14'-0' (1 Or) PRECAST 14 14' (176) PRESTRESSED 15-4'(184) PRESTRESSED 17'-4'(208) PRESTRESSED 19'--4"(232) PRESTRESSED 21'-4'(256') PRESIRESSED 22'-O'(264) PRESTHESSEO 24'-0'(286) PRESTRESSED ff) THE NUMBERS OH PMENTHERS ARE PFRCENT REDACTIONS FOR GRADE 40 FIELD ADDED REBAR SEE GENERAL NOTE NO. 4 ON SHEET 3 OF 3. G17 rxonuc7•Ry P00AUCfI2%VSSED yoswahWEvia' 'Ju D1y gCoda49cou,Pt*g will the n.'idu Bonding Cu+k Badi"6 co kAZ;Z: i4oL7- OZ?, 7. /ss Aea7)umcc No J NpgQj'•_ AsCe Al .No 4x't-"-1-'° 14lt,itwiw)17Nc 2 Ew: t, e ZoZ2 14H 1 ys BY M1t •.06 V NERAL NOTES - SHEET 3 OF 3 i ESIS ARE PERCENT REDUCTIONS FOR GRADE 40 GENERAL NOTE NO, 4 ON SHEET 3 OF 3. N r 1'110OU17RAY1SBD Nam'•`/' ` Oi OD°'YM6''+iik7bo (7oNda ' T TE QF +1 .CRAIGPAHRINO=ta1 n2)am'¢ 1b 6824CH679 R 10 •'G.` SEFFNER, FL 836D4 PLPX-L1O•N0.44758 to/uj4' T-CRETE 8" LINTEL FABRICATION DETAILS 14 DM By- CRAEC PAW0, Pd - A06. X0, 44764 SCIY'. asr 10 W" _ 1 CMED Olt CRAG PAMA PS. - RED. NO. 4054 ORAIAIN as PDb SOiti 2 iM 7 SAFF. GRAVITY LOADS FOR 8" PRECASTwl2" RECESS DOOR U4JNTELS iaer4l SAFE LOAD - POUNDS PER LINEARFOOT TYPE LENGTH 0Fa•00 testa W1 Wl"S stM2a-o9 MF30 8Ai8-18 WtO-18 W14-1 M-! 3=2-1 8Rt7A-t9 BRYM-i 4'-4° {52' PRECAST INS 3355 0 4348 01 7867 18.ai 3a49 5296 b638 8069 tt7&93 4'-8' {54 PRECAST 1494 159b 3083 2992 3958 4946 P; 479 5M Inj 3 a 520a aa39 6060 ODDS 1 5'-8" (S6 PRECAST 66 920 7770 Ilta 2277 2639 a966 1157 2481 45117 6389 7917 9311 5e-10"(70') PRECAST 10 M 16.43 l600 2124 2649 3174 3700 711.1 23d2 4242 fi639 88 7402 8706 D") ?RECAST 7g7 got 1825 3t20 6W 7747 9445 7360 901 IF25 3t20 5048 NIS 9479 t i-6' {90°) PRECAST 689 755 1490 2459 3776 5743 7239 5623 755 1490 2459 J77a 6743 1 9'-D" {I1B") PRECAST 411 466 999 160 220 3129 4091 3148 510 b99 1568 22S 3129 400 5695 THE NUMERS N PARENTHESIS ARE PERCENT REDUMONS FOR GRADE 40 FaD ADDED REBAR. SEE GENERAL NOTE W. 4 UFE LATERAL LOADS FOR a• 9DCrlA4Tw1'l" tilee'.FCS nnr1A itd 191TAI A SAFE LOAD PI.F LENGTH TYPE 8RU6 8RF6 RCMU * 4'-4et (521 PRECAST 758 757 1164 4'-6' (54') PRECAST 894 693 1073 5'-8e ("I PRECAST 408 407 655 5'-10'(701 PRECAST 382 381 616 6' 8' (801 PRECAST 595 788 464 V-S' (90') PRECAST 509 674 363 9'-a• (1161 PRECAST 370 490 214 d SEE C3dERA4. NOTE 18 GF142At NOTES 1} Vdtodds: 12) C Ae"s as mamlootwsd Vlh 5-1/2' lan aak%ad W Ike ends to om ioodatb radoJl µo9 retdadrq xwd Mo[9sg. Ps 8' pnaust Wt1aS - 40DD psfaPrmtraMn- 6DD0 pai 1'a goal - 3D00 Pd A mosYwyJB frith g9g g_ 13) 7W eubrkr awlm of E'nlsk Inrlo&d is u teimr cenerNr matte stw8 bm o coeUy d stow oppded in occvrdwxe %lD ,S9 C-92b a o9w opprowd saadny. eencreT• t•eooq •a1a tlltf/ Per rss 97++ G9D +6D, mMMPs n a•o nmaetshv IS ifWO Pd AtitS k ba 14) LWds leaded dmrdlaua3p +NG +ulteal Gay a sp f) snd bodndet (1a!aoQ d-W la the M+e teiuug epwtFaxnbaW. :lSAt N '='4 s1eaW pu Ai91 Mt6 Dade 2" by +ehwtia^ b•k ab.9d b• roodh6 e&b A P6ea AeBxutataataperA5741C21TypeliaaJppBedra6eaiteed {o¢d S SF 2) A4 sb bad tebbs bond an ld6aw'ro 4 1Da a) kv-9. be sate ra8sal toad 9o1a bafmnW toad . fiaaeEea Sri. to fty or Y 7 7W3y d BflMlJ6 "A 16) to coo od a R,,1d W*b not sbmra M ste bad from rmt kw ht9bl AM e tf2 inols, 161 for AM bo9Hm IM abosb i0d .1. bod lean nmd 6n9o9 k* atm.n. 3) Frid. Md m.14f bW a A btad jowls, 17) Sole k•da a• spedmp.0 allosobk bode, 4) Tf. 40 A 1n pae,4heds bmoole ibd paced ?6dnik •, la Tu4Dbodkdnbm10) Sob hods bond m rabsd dWp wmlrs Per 7rd S30 0 Ad 374 to p i/ M f> aoa 4 8472 t A591 PH ri—i—A oow taamwx) boo N) e 8w Ldd. 9ser addi'amd 5) A9 6IIItb -.I or =g Y ddkd90 . iaept( vc PMA." /t$• 1MB t7-4 and kNv meets PRODUCTKci4£ SY'r,"O amou-6 d ddtadwd. V. totpd!tb oe6A'Sods 1M 7laddo itddCmB sa cdmyryio8 »YL lb. : nI'riet CW4 Soa m 16d4.3.t m BUWttr3C.aid 6) S oes Mo uels os rmWad. A:;oeptoace hra 1 : o 2.2 7. 7) 0. 17 r•bor mq b. sUWQW )a bo Aeebaa. Fop°-' 1 ku . U•aba• al d Mdai Pa•1 aaoWs's3h 1M wdd•etaol d3Y d w •Lue7vM aaament•, CczDad 6) As d• § yxr m% eaa4w •sodden+rokd look Itaa we W. bad law by ttdemaV e*dm= kalaCa9 mwowl orA tm of d-wn2 Item ttx 10) BR. - M• 1 dried ' 1 S) 9otio, n &ok odded robe it bo ke•W .1 V. Wo mm of to w-1 s 46 SEE SAFE WMLOAD TABLES FOR 1WD WaM tM94FORCEO tAtV RCMUj FM Csk W 0 of SAFE UPLIFT LOADS FOR 8" PRECAST WI 2" RECESS DOOR. U-LTNTELS 449i'ib10-an RYY SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MFd- fi 8 t0-5 8FF14-1 t'78-t li BMFJS-i 89f3Q-ti aRFs-2T amo 8Mf14-2i 8Aff8-2i 81D72-2T 9RF2o -2T wm-21 4'-40. (52 3 PRECAST W 2362 3056 3751 4445 6140 905 1fi88 2362 305b 3751 4445 1 5140 4'-6' (541 PRECAST 847 1604 2272 2939 3507 4275 4943 8V 1804 2272 2939 3807 4275 4943 5'-8" (66 PRECAST 675 12a 1797 2328 2854 3382 3931 815 1269 1797 2325 2854 3382 3911 5'-10"(70') MECAS7 855 1201 174 2259m 277.3 v3286 2794 SSS 1233 1 1746 2269 27n 3286 2790 '.. g-8" {8O' PRECAST 70 929 1 1989 2429 2679 3329 SM logo 1530 198D 1 2429 1 2879 3329 7,-6, (9010) PRECAST 506 742 1364 ' 1746 21$6 207ta 2988 60 898 1364 MS 1 2166 2567 2968 9'-6' (11$ 1 PRECAST 395 468 884 t222 M4 1 218D 3" 560 1972 1384 not1 231 THE NUMBERS N PARmE9S ARE PERCENT REDUCTIONS FOR GRADE 40 FIE1D ADDED REGM SEE GEN'EIK NOTE NO. 4 M7.l8t4 SW1H M9St9Lt1 d'•, '',' 3'.j yl • 8F32 8F28 4 44 ttExdws3 9 with the F7arida n,44 tao A•O. ' T! t ti5, rEGIGs• .dn . ` i .ii l TYPE DE5RCNAT{ON F - ttuM MOW / U - tA81M Qmn F1 6 - 1 B/1T t16IN 9lw is RM ATO 1-Ile CLEM 14,4 r C3iV. mom 15AMATROM Of S88a CAM r• PRODUCT RDb1S13137- 8 ACD44 fV0110}f BEA>' AD11c980 tt+DttDco B1 IiMld3. Gas compirieeg with fhc F1ariJ: 6• ypt y l i" Daft ' / o" f_c'.li.LdL7. XRUDUCTIiGYt8D3 uwmWyiadui0t tito pbrhlnDw7dd•0 to, b aiD r rC' .< ntmr AaotpMnrn No 7 pPltdllan DoW42 CHAWARRIN io 6324 OR 679 r /! /°Ad SEFFNER FL 3359 aft Ctbd n jy ` ', IIIFN e'e•• ea'[wie.u'sc[•e :e•ra,ay.,.---• M-9• i• t.r;rtT c.r im[:TtY T • • rtr•1r .-gg'' tii:r:iejer r r[> rstr idi.Tt r4A7t. 44, _ lrf7 F7 ilKiCiT: PIt+X4Gtcl r raidrxr!Tdilra• rTBd YiI-YA reer i.ra::>«eiot.6r:rtiaal6-titoi. N YiCf .... ._.— — •.' " ,. ,: A PERMIT APPLICA I ";-' - (Hoc, Documented Construction Value: $ Job Address: Historic District- YesEl No Parcel ID: Type of Work: New 2 Addition Description of Work: Residential ff Commercial AlterationEl Repair 0 Demo El Change of Use Move Plan Review Contact Person: Phone: Fax: Email: Street: Resident of property? City, State Zip: Contractor Information Name P(--L b ( ' - 2 Phone: Street: C) I r) Fax: City, State Zip: C-4 State License No.: ' C-I Architect/ Engineer Information om 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 Y4 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 has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe ion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, 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; ill, Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application LLQ11_CE: In addition to the requirements of this permit, there rnay be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as wqer management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi edinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitat. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Print Owner/Agent's Name Date Signature of Notary -State of lorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID C- Signature of Contractor/Agent Date I 5- 14-A -P-1 Print ntContractor/A es Name r, n, S, g,at,,, of Notary -State of Florida Date Contractor/ Agent is --"/ I PersU Produced ID -- Type of ID H PATJSSI MY COMM FF latsu, 9 3125.2018 BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical [I Mechanical [] Plurnbing[] GasO Roof El Construction Type;_, Occupancy Use: Flood Zone: Total Sq Ft of Bldg:_— Min. Occupancy Load, ft of Stories: New Construction- Electric - h of Amps Plumbing - ft of Fixtures Fire Sprinkler Permit: YesE] No E] #of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: — UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: R( Msed: June 30, 2015 Permit Application 9M7 *Me RMW 52 an MOm RoM Huslawt FL HN9 Man 0 33NA C?7 861 FIvooW Nw 71AM526 Pell n'z J, A '0 bit AN R.J. KIELTY I FL UK4wool 4MM5 rJmrse I OF G04C042 Page: 1 OF 1 pTavosalLste: 71020171 Prepned For: starfiqhl Homes Florida, L.LC t-ocationWyndharyi Preis{ VC' 5,nV-Jffrd 1064 Gwl MUNI Bwl swe 12 Me Mul H. :32 M6 yttta propose 1-jery Icto in accordance, with speduathns bolow tor the SI'm 0: $192510 4y to fur*1jaj,, materi il and labor COMP F& wK NET 10 Days Paymenttobemadeasfollows: 40% Rough In 30% Top Out 30% Ae rpwm"mmmig w stamud pra0m& Aw AWW" 0 AH MWWWA q=mllteed to Ali work to be corn pletOd ir) a mKmw WOOMMs. b(Itc,)w ir,volving axlm cctStsl %%1JUZZ M,KG,j WU baccane w, am cnwge rivermW aMm M-WmWe "t I t do aod c0ltN ne cos',;Rvy irlsoninre, Z, c,-t-Ty fit q 1wra agemnixis avtrgi tslt upor ;tnkes, ay. r w,rKarz, vAnnawAl SAMI-, . .. .... — 1- V` IT f iOrA i Ks KiOPOSAL %",AYt1--, IN W NW AGUFAM A W DQ's XUTH,091ZED Pi,Vt0UlN0 I HIATING d COOONG busitof Both SMaing Accwd 60414 Baso 722MM Mita With Walls And Mer CqRteuy A 92 (Am"t, Me SmWer Toilet FlongauN1 Lauay BuMer Wnh NWen CnWeau 64US Dwwmwet, 20d Bath I MW And NMen Gh8k*j 7. M =W19 VaNe Tub Stmotng kxxr0 Kj,,60 71 40,120 WWO Witl' TOO GOW; %,1zixv,,f.A21- 12 I 28white, Elcmww(K 1 Lav By Builder Witt' MOW Chate,!e) 64921 chromv, Faucet Sink Disposal cemaker Line Dishwasher Washer Box Hose Sibs Water Heater By BUM won PrAqpa 6 / A b Chcmr" Sc Bacjges "' with cocci With ReceSsOd (30)( Hook Up yf,'s Yos 5C Uahm E aacoamt; Pninded For sewer & WTHE onyqMb aacOUwy; By K}Air X;K P"eventers 1r k,(h" J No p0ma VMS aam&d Www AWN K GM, ag Sms AMMmo ANAMM V 2 Per Al 4 `Matra Allovan ca AMMWM Nom w !A MA 3.,, Me ARAM tie W, *WOOVWW"Mm o" "( te, do tho',vnrx as speU1iod `ay;nonl *J1 e'o, wado'' awn im", WMIMAW M'd Gwidlit* rs are, Ivwr y 'acog""w'd, yzm xe amor i ,d MSM 0 Is Wmn" sal uMm A MMMY SMC ShW90 Of I 'N'G WW be uddu"' a" opp, Any seer taps cimn"w" . M NN , QMZ yyWc w awmhy wil be an OxVa k,'haM0, 4 StGNEI): DXM OF MoPMAMF & Edd Q LaW rza COW! 72100 K T'RI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter awden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT PROCTOR CONTRACTOR SPECIFYCATION: ' REPORTED TO: OPTIMUM MOISTURE: % LOCATION: MAXIMUM DRY DENSITY: , MATERIAL: DATETESTED: LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE INCHES Era. m ft. lbs. en. n. MAX. DENSITY PERCENT F ti 4 SPECIFIC PURPOSE SURVEY FORMBQARD) WYNDHAM PRESERVE LOT 232 PB 81, PG 93) CENTER LINE _ S 89'43'03" W 391.64' FLYCATCHER WAY (3 03.14' V PCP• 50 RIGHT-OF-WAY CONC CURB ( PRIVATE ROAD) 0 M M inN LOT 231 LOT 236 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. Front 4 25' Rear 20' Side 7.5' LB-licensed 9......usinesLEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk B- Backflow Preventer Sight Distance Easement S Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L-Florida Power & Ught P - Plat FFE -Finish Floor Elevation 0. 8. -Deed Book Water Meter O. R.-Official Records Book X-Water valve P. B. -Plat Book 7^-Fire Hydrant Fig•- page RCO-Reclaimed Water Meter Elev.- Elevation RCX-Recloimed Water Volvo Conn: Concrete Cable Box BP - Brick Paver Telephone Box NSW -Sidewalk Electric Box FFE - Finished Floor Elevation 0-Utility Pole CI - Curb Inlet Guy Pole GTI- Crate Top Inlet Light Pole P. U.E.-Public Utility Easement f---Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride @-Storm Sewer Manhole NCS- No Corner Set (Falls in Water) m-Sanitary Sewer Manhole SF - Square Feet EHHu -Electric Hondhole D. U,E.-Orainage Utility Easement Coo -Clean Out FMGO- MAG NAI & DISK 11- D -Irrigation Control Valve P. K. -Parker Kolon Nail I' -Sign SIR - Set 1/2" Iron Rod LB7768 WRa-Cote Water Valve SPKD- Set P.K. & Disk L87768 Goa Motor FIR - Found 1/2" Iron Rod L97768 119-Existing Grade FIP- Found i/2" Iron Pipe L87768 a -Blow -off Valve FPKO- Found P.K. ,Iron Disk L87768 ^^...-Drainage Flow Direction FCM - Found 4'x4" Concrete 10.0 Proposed Design Grade Monument PRM LB7778 Nate: Same items in above loaen 110,2h-As-Built/Existin5 Grade movnotbeGoo :cable 8. 7 T 1$. 0 20. 0 y M m 6. 7 v l I STORY RESIDENCE Y 2639 FLYCATCHER WAY ca FORMBOARD z FFE= 26,73 m h 4 z 8.7'' 22.7 Q a. O 22. 0 8.7' LOT 232 m AREA = 7, 130 S.F.+(- SOUTH 90UNLAAR)' t OF LOT 2J2- 62. QO' S89'43 LOT 235 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR' S NOTES: 1. Current title information on the subject property had not boon fumiehed to GeoPoint Surveying, Inc, at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering pkins and are subject to survey. 3. Elevations shown hereon are in feet and ore referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE, City of Sanford Seminole County, Florida. 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY SURVEY) u1 b Q Z 10` UTILITY EASEMENT( P) h w LOT 233 LOT 234 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. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: LOT 232, according to the plat of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that o survey of the hereon described property 555 Winderley Place, Suite 109 wasmadeundermysupervisionandmeetstheStandardsofMaitland, FL 32751 Practice set forth 4byye%M"hbHdd, prd of Professional Phone: (321) 270-0440 Surveyors & Mopper,W hq(I'- 17,r,Florido Administrative Fax: (813) 248-2266 code, pursuont°to. coon 4721,1'i7, Abrida Statutes. Licensed Business No, LB 7768 n 2- • omhe^ GeoPoint Surveying,, Inc. J rfieS D. Cs ineF, LS6915 Drown: FICA Checked:JDL P.C.: Data RIe:BdnonEari-Plat RIDAPROFESSIONAL. SUINEYOR i • I tQo. .................. NOT VAUD WITHOUT THE SIG D THE ORIGINAL Oota:07/18/1$ Dwg:B anEast-Lath Order No.: F"""--' RAISED SEAL OF A FLORIDA_UQEWWO SURVEYOR AND MAPPER SEC. 17 - TWN.20 S. - RNG. 31 E. I Feld Bk: r- ATopBuild" TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc, has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder. Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 1,981 ft 2 Permit Date/No.: Conditioned Volume: 18,423 ft 3 IECC Version: 2009 Property Address: 2639 Flycatcher Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402.4.2.1 — Testing Air Leakage) Blower Door Test Measured Air Leakage: 1405 CFM @50Pa Air Infiltration: 4,58 Confirmed ACH 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A 11 /200018 Result: PASS ACH 50 Target 5 7 11/20/2018 Result: N/A DL % Target S 12.00% CFA: 1,981 ft2 Result: N/A DL % Target s N/A N/A Result: N/A DL % Targets N/A N/A Digitally signed by Dave Revelle Date: 2018.11.20 19:33:29 EST Rater Of Record: CN=Dave Revelle, O=TopSuild RESNET #: 4311088 Home Services, OU, EMAILADDRESS=dave.revelle 11/20/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc, the opportunity to provide the above services for you. Please feel free to contact me with any questions. 41' I . sincerely, A'V Dave Revelle Y Cell: (386) 681-7452 dave.reveile(Mlopbuild.com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 Ma form was pariarnled Oven Eft Project ManiaiW property of TopBuild Home S&Vkes 1w— SITE 10: 39M LOT: 232 BLOCK HOUSE 2839 STREET: FLYCATCHER WY CITY: SANFORD STATE Ft. ZIP: 32771 COUNTY: SB41NOLE ACCOUNTW. QMTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: NIA PLAN: NDP 10/10/2017 PROGRAM: HERS1100% TESTER: EFL IECC: 2D09 CLIMATE LONE PROPERTY OWNER: PROPERTY ADDRESS: 2839 FLYCATCHER WY, SANFORD, FL32771 TEST: BLOWERDOCIR RESULT: PASS TESTER: Dw*Rovoft DATE: 110=18 I Tsow I Dave Revelle I Daft 111120/2018 1 Result I PASS I ANAk w 'NNW A,OIRIm ' 0g' 0" mlaI5.1 Attic Access Panel (kdly gasket" and insulated ) x 5.2 Attic drop -down Stair (fully gasketed and insulated x 5.4 Recessed Lighting Fixtures (]CAT labeled and sealed to drywall) x 55 Wholo-houses Fan (Insulated gaskated to the operting x L 7.3 Fresh air ventilation installed par program specs BI%w Dow F8--D :T;— t: I OD Act* Room Pressure T* O N( N/A 18,423 0 0 WIN 19 R5 0 12,149 7 1.405 4. 58 Met Sorm 0 Sdrm 2 0 B*m 3 0 Bdrm 6 0 Rm 1 0 Rm3 0 Otpw 0 8drm4 o- Rm2 0 CO Dwobclws ErwW Star Ou~ Appliances? Eftlorvt UgMN P- K*W x W or > Of HwomkW Loa Must So CFL Or LED x Low Flow Famosts, Takes *W? x PmgnmTwAft Thwmoow? x Cwffied Green Prolymm Level Requires Visual Inspection SYSTEM WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEMI FURNACE SYSTEM HVAC OUTDOOR OUTSIDE CARRIER CH14NB030 UNIT SYSTEM HVACINDOOR COIL SYSTEM 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 OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AHU (HEAT PUMP) SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP) BUILDING SPECIFICATIONS OF BEDROOMS (REM) NA NA Ott 121' CEILING FLAT (REM) NA NA SEALED AMC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS ( REM) NA NA DUCT SUPPLY R- VALUE (REM) NA NA. DUCT RETURN R- VALUE (REM) 6''ggg PROGRAMMABLE THERMOSTATS (PRIF) A4WA4 1 1MmM 'ONomYES WATER HEATER TYPE (PRIF) CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) ELECTRIC WATER HEATER SIZE, EFFICIENCY & LOCATION PRI! D INFILTRATION ( HOUSE LKG) ACH (REM) NA Htg: 08 QIQ: 4,58 ACH Q 60 Poscols FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME- HRStDAY 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 PEC' S (PRIF) INTERIOR % OF CFUS (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFUS (PRIF) GARAGE FIXTURES % OF LED'S (PRIF) PRIF) DISHWASHERREFRIGERATOR ( PRIF) TYPE ( PRIF) FOUNDATIONTYPE PRIF) SLABSLAB AREA (PRIF) DEPTH ( PRIQ SLABSLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING PRIF) HEATING ( REM) NA NA oOLING ( REM) COOLING NANA AIR -SOURCE HP (REM) NA NA WATER HEATING ( REM) NA NA TEST. DuCTSIASTER RESULT., PASS TESTER: DwoReveft DATE: I'V2=18 I TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 $ 0 FT. SERVED (CFA) j p4 QBz, POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE I'm SYSTEMI DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE ST T (% OF CFA) ACTUAL CFM25) TARGET. (CFM25) ACTUAL SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF CFM2$) TARGET ( CFM25) ACTUAL CFA)ACTUAL SYSTEM 2 SO Fr. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET ACTUAL (% OF CFA) ACTUAL Oil SYSTEM 2 TOTAL DUCT LEAKAGE INI'llit SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE OF CFM25) TARGET ( CFM25) ACTUAL 1 CFA)ACTUAL I'Ali 'Mlv SYSTEM 3 $ 0 FT. SERVED (CFA) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE ME` SYSTEM 3 [DUCT LEAKAGE TO OUTSIDE A SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET '& g C CFM25) ACTUALOFCFA) ACTUAL 10 SYSTEM 3 TOTAL DUCT LEAKAGE[Q SYSTEM 3TOTALDUCTLEAKAGEkIASYSTEM3 TOTAL DUCT LEAKAGE OF CFM25) TARGET , q ( CFM25) ACTUAL ii € CFN ACTUAL 4 \11,\ 3 l\ v,\ SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE y1` \"+at SYSTEM 4 DUCT LEAKAGE TO OUTSIDE y SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET x xv ( CFM25) ACTUAL y ?. .o (% OF CFA) ACTUAL r va V'vy''Ci', SYSTEM 4 TOTAL DUCT LEAKAGE i ,\ SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (X OF CFM25) TARGET y + (CFM25) ACTUAL Z \ CFA) ACTUAL roan oocr cire+nnua rnr xt Sier., fl.~}} +, i i% ti 1;v4. \ 1;, 77L\Igg DUCT LEAKAGE TO OUTSIDE (REM) NA 0,020 CFM261 CFA TOTAL DUCT LEAKAGE REM NA : 0.12 CFM26 f CFA FLOW RING PRIF This certificate is presented to Dave Revelle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a N men Cen d tried Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. RTIN # 4311088 Stephen P. Carr, Registration # QA Designee Ths form was generated from EFL Project Manager. properly of TopBujo Home Services T 04/05/2019 Certification Expires To'2BUIICI TopBuild Home Services, Inc. — Performance Testing Certification TopBuild Home Services, Inc, has conducted BPI and/or RESNET/HERS testing on the following property. The information and results are outlined below. (Note: This document does not certify compliance with the entirety of the 2009 IECC. It certifies the results of the performance testing only). Builder Starlight Homes Subdivision: Wyndham Preserve Property Owner: Total Conditioned Floor Area: 1,981 ft2 Permit Date/No.: Conditioned Volume: 18,423 ft 3 IECC Version: 2009 Property Address: 2639 Flycatcher Wy, Sanford, FL 32771 Testing Performed 2009 IECC (Sec. 402,4.2.1 — Testing Air Leakage) Blower Door Test Measured Air Leakage: 1405 CFM @50Pa Air Infiltration: 4.58 Confirmed ACM 2009 IECC (Sec. 403.2.2 — Testing Duct Leakage) Duct Blaster Test System 1 Duct Leakage: N/A Confirmed Leakage: 0.00% Phase Post Construction System 2 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A System 3 Duct Leakage: N/A Confirmed Leakage: N/A Phase N/A 11/20/2018 Result: PASS ACH 50 Targets 7 11/20/2018 Result: N/A DL % Target 1, 12.00% CFA: 1,981 ft 2 Result: NIA DL % Targets N/A N/A Result: N/A DL % Target:5 NIA N/A Digitally signed by Dave Revelle Date: 2018,1120 19:33:29 EST Rater Of Record: CN=Dave Revelle, O=TopBuild RESNET #: 4311088 Home Services, OU, EMAILADDRESS=dave.revelle 11/20/2018 @topbuild.com, C=US BPI Certification #: N/A Thank you for allowing TopBuild Home Services, Inc, the opportunity to provide the above services for you. Please feel free to contact me with any questions. Sincerely, Dave Revelle 4Cell: (386) 681-7452 dave,revelle(mlopbuild,com 475 N Williamson Blvd. Daytona Beach, FL 32114 (866) 912-7233 TNS A)fm was gerwylled ftum ER Pfqj6W ManaW, pn)pwV of Top8idid Horm SoMbes, Im rt*Tk1177" 0 E I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2639 Flycatcher Wy Permit Office: City, State. Zip: Sanford, FL 32771 Permit Number: Design Location: 2639 Flycatcher Wy (Lot 232) Jurisdiction: Cond, Floor Area: 1981 Cond. Volume: 18423 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1405 Rinnla nr RA. dti Pnint Tact rlafa HOUSE PRESSURE FLOW: 1 50 Pa 1405 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA: 77 EgLA: 183 ACH: 4.58 SLA: 04 ACH(50) ' : 4.58 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g). or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Digitally signed by Dave Revelle Date 2018,11.20 19:33 45 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILAD DRESS =dave.revel le Signature: @topbuild. com, C=US Printed Name: Dave Revelle Date: 11 / 20/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10125/ 2017 398350EFL FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2639 Flycatcher Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction r)uct I PakanP TPct RPRrIItR CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 51 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud Sum lines 1-4 51 System Leakage Divide by 1981 Total Conditioned Floor Area) 0.0257 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digitally signed by Dave Revelle Date: 2018,11,20 19:33:42 EST CN=Dave Revelle, O=TopBuild Rater Of Racord: -) Home Services, OU, Rf_99+d'aveleveXv' Printed Name: ave ReJ lltg4oild com, c=us RESNET ft: 4311088 Dade: 11 /20/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: toll) Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 398350EFL A . i It I• For home located at: Lot 232 City: Sanford 2839 Flycatcher Wy, Sanford, FL 32771 1. Fx] The Rater or Rater's employer is receiving a fee for providing the rating on this home. State: FL 2. FX] In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: HVAC Systems Thermal Insulation Systems Air sealing of envelope or duct systems Windows or window shading systems Energy efficient appliances Construction (builder, developer, construction contractor, etc.) Other (specify below): Installed In Rater Rater Rater Rater Rater Rater Rater this home by: OR Employer Employer Employer Employer Employer Employer Employer Is in the Rater Rater Rater Rater Rater Rater Rater business of: Employer Employer Employer Employer Employer Employer Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider i abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8, of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle RESNET #: 4311088 Rater's Printed Name Certification # November 20, 2018 Rater's Signature Date RESNET Form 0300-2 EFL PM This information does not constitute any warranty of energy cost or savings. Q 1985-2014 Architectural Energy Corporation, Boulder, Colorado. 398350EFL PREPARED 11/26/18, 6:18:17 INSPECTION TICKET CITY.OF SANFORD INSPECTOR: BUILDING ADDRESS .. .... . :u, `` SUBDIV CONTRACTOR : 1 TARLIGHT HOMES FLORIDA LLC PHONE : (407) 708-0161 OWNER STARLIGHT HOMES FLORIDA PHONE PARCEL 17.20.31.502-0000-2320 APPL NUMBER: 18-00001400 NEW SINGLE FAMILY HOME - DETACHED PERMIT: BLCA 00 BLDG PERMIT - NEW CONST/ALTER REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL05 01 8/21/18 JP SLAB/MONOSLAB - PREPOUR VRU #: 003261927 8/28/18 AP FORM 01 8/21/18 JP FORMBOARD/FOUNDATION SURVEY VRU #: 003261936 8/28/18 AP BL06 01 8/28/18 SB LINTEL/TIE BEAM/FILL/DOWN CELL VRU #: 00326804 8/28/18 AP BL12 01 9/10/18 SB SHEATHING - ROOF VRU #: 003275529 9/10/18 AP BL14 01 9/10/18 SB SHEATHING - WALLS VRU #: 003275538 9/10/18 AP BL12 02 9/11/18 BLDG SHEATHING - ROOF VRU #: 003277091 9/11/18 AP Previously approved BL14 02 9/11/18 BLDG SHEATHING - WALLS VRU #: 003277117 9/11/18 AP Previously approved BL15 01 9/13/18 SB ROOF DRY -IN VRU #: 003278713 9/13/18 AP BL04 01 10/04/18 SB FRAME WITH WINDOW/DOOR FASTEN VRU #: 003295856 10/04/18 AP BL09 01 10/08/18 SB INSULATION ROUGH IN VRU #: 003297532 10/08/18 AP ENGF 01 11/14/18 CASH ENGINEERING FINAL VRU #: 003324837 11/15/18 AP PWFL 01 11/14/18 PW PUBLIC WORKS FINAL VRU #: 003324845 11/15/18 AP UTIL 01 11/14/18 UTIL UTILITY FINAL VRU #: 003324829 11/15/18 AP ENGF 02 11/19/18 CASH ENGINEERING FINAL VRU #: 003326816 11/15/18 AP PWFL 02 11/19/18 PW PUBLIC WORKS FINAL VRU #: 003326808 11/19/18 AP UTIL 02 11/19/18 UTIL UTILITY FINAL VRU #: 003326790 11/19/18 AP BL03 01 11/21/18 UNV FINAL ROOF VRU #: 003328526 11/21/18 DA no certificate inadaqutie insulation fill BL10 01 11/21/18 UNV INSULATION FINAL VRU #: 003328544 11/21/18 DA f t z s 3 q i ha B L 10 02 . , , f .a` 3s y H; a , TF, T4 CONTIN ED ONTO NEXT PAGE ------------------- insulationjale A Masco Company CERTIFICATE OF INSULATION Builder: STARLIGHT HOMES Job Address: 3G3SFLYCATCHER WAY Subdivision: WfNOHAMPRESERVE Lot: 232 EMENTOFCOMPLIANCE: be undersigned, hereby certify that the thermal insulation has been installed in the above referenced building in accordance with good tnuc1ionpractice. The insulation furnished |sof the type, thickness and R'va|ueset forth below: EXTERIOR BLOCK WALL: EXTERIOR FRAME WALLS: TYPE: FOIL TYPE: BATT THICKNESS: -- THICKNESS: 3. 5^ R4/ALUE: 41 R'VALUE: R-13 CEILING AREA: ATTIC AREA: TYPE: 8ATT TYPE: BLOW THICKNESS: 101, THICKNESS: 10.375 R4/ALUE: R- 30 R4/ALUE: R-30 O#: 50-3214406 NGECOUNTY L|C#: 5000005866 EOLACOUNTY L|C#: 50010062753 qmcR A vaoRnwrAr CITY OF S FORD F114E DEPIARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ 4 00 Job Address: Z-' -3q FL YC SA97=6P-L) 4-L Historic District: YesF—]Nol Parcel ID: 17-20-31-502-0000-2-3Z6 1 -" 2 "'QesidentialF CommercialE] Type of Work: New9 AdditionElAlterationEIRepair D Demo[] Change of UseF—]Move o Description of Work: Install new AC with duct work and venting Plan Review Contact Person: Berri Gantt Title: Pre Construction Coordinator Phone; 407-886-3729 x 163 Fax: Email: dgantt@energyair.com Property Owner Information Name Starlight Homes - AWH Phone: Street: 1064 Greenwood Blvd, Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc. Phone: 407-886-3729 Street: 5401 Energy Air Ct Fax: 407-781-1643 Orlando, FL 32810City, State Zip. State License No.: CAC 1816317 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company- Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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: 6'h Edition (2017) Florida Building Code Reviscrt: January 1, 2019 Permit Application OTC : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. Signature of Q«Ticr/Agent Date Print Qwnor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Rate Print Contractor/Agent's Name 0 Notary Public Sure of F106d' iNN Jessica Kline a MY commission 00 05e367 p ExP1ros 12I1ti/2020_ Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical n Plumbing Gas[:] Roof Q 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of I -leads UTILITIES: FIRE: Fire Alarm Permit: Yes © No WASTE WATER: BUILDING: Rcv iscd: January 1, 2018 Permit Application a' :r• 'aCITY OF SkNFORD Building & Fire Prevention Division PERMIT APPLICATION Application No: () - / Documented Construction Value: $ 51,000 Job Address: 2639 Flycatcher Way Historic District: YesF]Noz Parcel ID: 17-20-31-502-0000-2320 Residentialz Commercial Type of Work: Newt Addition Alteration Repair Demo Change of Use Mane Description of Worn: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone:4'07-630-8119 Fax: Name Starlight Homes FL, LLC. Title: Director Email: brandon.gibbs@reedcm.com Property owner Information Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Phone: 407-708-0163 Resident of property? : No Contractor Information Street: 146 West Plant St., Ste. 240 City, State Zip: Winter Garden, FL 34787 Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: 407-630-0119 Fax: State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. 1, BC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 66 Edition (2017) Florida Building Code Revised: January 1, 2018 Perim Application N-01 . In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public -records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/A.aent's Name signature of Notary -state of Florida Date sigmtare of cortractmYAgent aaYG. r\CACh1 Q"' Fs Print Contractor/AgenesWarm signature OcNotary D&a Owner/Agent is Personally Known to Me or . Contractor/Agent is L/ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Q Plumbing0 Gas[] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of l-icads Fire Alarm Permit. Yes[] No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTEWATER: Reriscd: January 1, 2018 Permit Application