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2612 Flycatcher Way 18-1502; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000318 BUILDING PERMIT NUMBER: 18-10000318 DATE: March 29, 2018 UNIT ADDRESS: FLYCATHCER WAY 2612 17-20-31-502-0000-2280 TRAFFIC 20NE: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: 2612 FLYCATCHER WAY / LOT 228 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit SCHOOLS 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET1 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. Q THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE G CITY OF SANFORD BUILDING & FIRE PREVENTIONZDPERMITAPPLICATION Application No • %-->Clt- J Documented Construction Value: S Job Address: 2 t -4. r-11" r-d Historic District: Yes No Parcel ID: 17-20-31-502-0000- a.;x_%0Wyndham Preserve Loty h Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 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 E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit: submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at die time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature ofNotary-State of Florida Date 4y4 Shayne Mangel to—, NOTARY PUBLIC STATE OF FLORIDA Co #GG113111 Owner/Agent is Personally Known to Me or Contractor/A ' is p13M"K26 nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical Q Mechanical [2 Plumbing0 Gas[] Roof Construction Type: 4 i3 Total Sq Ft of Bldg: `_1 % 2-- Occupancy Use: Flood Zone: X - 5 tE- A, , TAcat6A Min. Occupancy Load: 12 # of Stories: New Construction: Electric - # of Amps 156 Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No R # of Heads APPROVALS: ZONING: 517 A6_ UTILITIES: COMMENTS: ENGINEERING: IM`C c- 4-2/,- K& FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 33. a of- irle 1 2—r F,fe 1y_ U, C--F- 1S Fire Alarm Permit: Yes No WASTE WATER: BUILDING: V- G- / 3-j_ Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 -` j 502- Documented Construction Value: S 1 1 Z W Job Address: 1: l a, 1 u La--1- v (ra t a tni-+t d Historic District: Yes No Parcel ID: 17-20-31-502-0000- a.-..%oWyndham Preserve Lot h Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 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 itectlEngineer Information Name: Mulhem & Kutp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, webs, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Pemit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required .from.other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name i 3-g -1 S Signature ofRotary-State of Florida U Date A. vq Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA orgm#GG113111 Contractor/A is p43g "992known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical[] Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: C Z TM3 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No 1` 71UTILITIES: i WASTE WATER: BUILDING: Revised: June 30, 2015 _. _ _ Permit Application REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: ELECTRICAL PERNfIT i . 1: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 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 Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2612 Flycatcher way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2280 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FNW New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway A-11 The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1502 Reviewed by: Michael Cash, CFM Date: April 26, 2018 1 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & g 9 Y ItiO1"V7 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 Ifnowwharsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 1Z1 n 1 a, 9-t— 32rna 2. Proposed Activity: 0 Driveway 0 Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is su i d by: Property Omw.. Signature: Print Name: CY\IcLk- L.--[ Address: 1064 Greenwoo Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: 3hayne.mangel@stadighthomas.com Date: 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 Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read a9understand the above statement and by signing this application I agree to its terms. Signature: Date: 3 -Il -1 b This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours in advance to schedule a pre -pour inspection. IPre - pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: Date: Novemoer zoi5 ROW Use Ddveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 - 19 -1 % Project Name: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 hannless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. r t wner/Tenant Signatur wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print a of Gen. Contractor Signature of Gen. Contractor C4015'y Gen. Contractor License # Print Name of El. Contractor ignature of El. Con actor El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on _/ Rev. 02/ 10/ 15 ) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 -10 -1 % I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of. Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street n g) t Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Wllets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument w ]edged before me this day of, 200, by Robertwilei' who is personally known to me or o who has produced as identification and who did (did not) take an oath. Signature Shayne Mangel Notml'vc NOTARY PUBLIC STATE OF FLORIDA Print or a name Comm#GG113111 Expires 6t21 /202" Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY: A AIV LAc-r- Name: __Starlight Homes Florida, LLC 7 Address: 1064 Greenwood Blvd Suite 124 Lake Marv, FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 1111111111111111111111111111111111111111 GRANT 11ALOYr S NINOLE COUNTY Cl.fhi; OF CIRCUIT COURT h COPIPTROLLERBK9096Pq °till (1p9s ) CLERK'S AT 2018031606 RECORDED 03;`22/21.118 10:59: ^`7 All RE(1;i ,s ING FEES $10.00 RECORDED BY hdevore Parcel ID Number: 17-20-31-502-0000- aa,S10 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) Wndham Preserve PB 81 Pgs 93-102 Lot aa% Address: awl a, -1. c..-. -,c + t_S.ar d 1',1., GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Unde en ties of erjury, I declare that I have read the foregoing and that the facts stated in it are true to th b st y kn ledge an elfef. bWveea Signature Owner's Printed Name Florida Statute 713.13(1)(g): - The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead State of County of amin The foregoing instrument was know) dged before me this day of 1 20 by C`t1 chae C C Who is personally known to me 6J/ Name of person making statement OR who has produced Identification type of identification produced: Shayne Mangel NOTARY PUBLIC STATE OF FLORIDAC r Notary Signature l Comm# GG113111 Expires 8/21/2021 BP200I03 CITY OF SANFORD 3/26/18 Application Inquiry - Fees 09:56:35 Application number: 18 00001502 Property . . . . : 2612 FLYCATCHER WAY Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW 225.00 Amt due Struct Permit Insp 25.00 225.00 Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit F11=Change view F12=Cancel F10=Amt billed CITY OF SANFORD CUSTOMER RECEIPTOper: BLANDA Type: OC Drawer: 1Date: 3/26/18 01 Receipt no: 96103 Year Number Amount20181502 2612 FLYCATCHER NAY SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 250.00 Tender detail CK CHECK Total tendered Total payment Trans date: 3/26/18 4898 $250.80 250.00 250. 00 Tiae: 10:02:04 Bottom Starlight Homes Florida LLC 1018924 City of Sanford 004898 Inv. Date I PO / Invoice No. I Community / Lot # Amount Hold/Ins. I Discounts I Net Payment 03/05/18 FLBE2.228SUBM 250.00 250.00 If Total 250.00 0.00 0.00 250.00 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 228 - 1827 UR Builder Name: Starlight Homes Street: 2612 Flycatcher Way Permit Office: Seminole County City, State, Zip. Sanford , FL , 32773 Permit Number: r Owner: Z*}-6 Design Location: FL, Sanford Jurisdiction: (( `{ County:: ftelini (Floriila 5mQe 2ne 2) '"'i, A: ,. 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Ar&a, 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 16 b. Frame - Wood, Adjacent R=13.0 217.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1909.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft2 6. Conditioned floor area above grade (ft2) 1909 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.084 Total Proposed Modified Loads: 56.36 PASS TotalBaselineLoads: 57.22 1 hereby certify that the plans and specifications covered by Review of the plans and R viE STgl, this calculation are in compliance with the Code. Florida Energy specifications covered by this indicates 0° calculation compliance r y ` a.,[, with the Florida Energy Code. rr„ •. w':,= „ O PREPARED BY: Before construction is completed a-t7 DATE: this building will be inspected for compliance with Section 553.908 a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy C7 OpvOWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: G 13 1S Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/ 17/2018 5:58 PM EnergyGaugelD USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 228 - 1827 UR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 228 Wyndham 2612 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft2 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2135 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft2 0.1 Wood 1/17/2018 5:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 W Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft2 0 0 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft2 0 0 0.6 0 3 E Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft2 0 0 0.6 0 5 S Garage Frame - Wood Main 13 23 3 9 4 217.0 ft2 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 39 3 7 21 ftz 2 Wood Main None 39 2 8 7 18.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.26 N 30.0 ft2 1 ft 0 in 1 It 0 in None None 2 S 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 3 ft 8 in None None 3 S 2 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 5 ft 6 in None None 4 E 3 Vinyl Low-E Double Yes 0.34 0.26 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None 5 N 4 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft2 1 ft 0 in 1 ft 0 in None None 6 N 4 Vinyl Low-E Double Yes 0.34 0.26 N 45.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft2 403 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump! Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 1/17/2018 5:58 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingjXj Jan Feb Mar A r [ j Ma Jun Jul Au Se Oct [[ ]] Nov Dec HeatinJan Feb Mar jXjjXXjJXJ Apr [ May Jun Jul nnAu riSep rljXj Oct []NvDec JXJVentinJanFebMarApr [ j Ma Jun Jul Aug Se Oct [[X]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 1/ 17/2018 5:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the Energy Performance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft' 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2612 Flycatcher Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 4 d. N/A 10. Ceiling TypesNo a. Under Attic (Vented) 1909 b. N/A Area c. N/A 120.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 41.00 ft2 12. Cooling systems ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= n= 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 1909.00 ft2 a. Electric ft2 ft2 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. anoa,. Builder Signature: Date: Address of New Home: City/FL Zip: Insulation Area R=4.1 1603.00 ft' R=13.0 217.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1909.00 ft' R= ft2 R= ft2 R ft2 6 381.8 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/17/2018 5:58 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 228 - 1827 UR Builder Name: Starlight Homes Street: 2612 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffityppg /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. 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 Pytend behind p6l2ing and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated, Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire-sDiinkler comer plates and walls or cealin a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/17/2018 5:58 PM EnergyGaugeO 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 228 - 1827 UR Builder Name: Starlight Homes Street: 2612 Flycatcher Way Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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: 1/17/2018 5:58 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 228 - 1827 UR Builder Name: Starlight Homes Street: 2612 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 Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1909 House Duct Total Conditioned Floor Area) System Qn,out)* Leaka e 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)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: r0i; 1/17/2018 5:58 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Job: Starlight - Wyndham Prese... wrightsoft' Project Summary pate: 4/18/2017 Entire House af- Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Web: wmv.energyaircom For. Lot 228 -1827 UR, Starlight Homes 2612 Flycatcher Way, Sanford, FI 32773 Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 °F Inside db 68 °F Design TD 24 °F Heating Summary Structure 15199 Btuh Duds 2027 Btuh Central vent (62 cfm) 1621 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18847 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heating Coolingg Area (ft=) 1910 1910 Volume (ft3) 17760 17760 Airchanges/hour 0.26 0.14 Equiv. AVF (dm) 77 41 Heating Equipment Summary Make Carrier Trade CARRIERAIR 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 14469 Btuh Duds 3646 Btuh Central vent (62 dm) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19314 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Duds 576 Btuh Central vent (62 dm) 1840 Btuh Outside air Equipment latent load 4443 Btuh Equipment Total Load (Sen+Lat) 23757 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIERAIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 dm Actual airflow 899 dm Air flow factor 0.052 c 1mBtuh Air flow factor 0.050 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point = 34 °F Backup: Input = 5 kW, Output =17616 Btuh, 100 AFUE Bold4t tic values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018 Jan-17 17 wrightsoft° P;ght-Suiteguniversal 2017 17.0.28 RSU17013 1Paagege1ACCP. ... Specific Wyndham Preserve\Lot 228 -1827 UR.rup Calc = MJ8 Front Door faces: S Manual S Compliance Report Job: Starlight -wyndhamPrese... wrightsoft° eporDate: 4/18/2017 Entire House BY. Energy Air, Inc Plan: 1827 U 5401 Energy Mr, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com VVeb: wmov.energyair.com For. Lot 228 -1827 UR, Starlight Homes 2612 Flycatcher Way, Sanford, FI 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19314 Btuh Entering coil DB: 77.9°F Outdoor design WB: 75.9°F Latent gain: 4443 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 23757 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 135% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18847 Btuh Entering coil DB: 65.9°F Indoor design DB: 68.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Btuh 152% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elee strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 93% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2018- Jan-17 17:54:49 wrightSoft° Right-Suite4DUni ersal 20l7 l7.0.28 RSU17013 Page 1 ACCA ... Specifidwyndham Preserve\ of 228 - 1827 UR.rup Calc = MJ8 Front Door faces: S Duct System Summary Job: Starlight-WyndharnPrese... W rightsoft, Date: 4/18/2017 Entire House Ehr Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Web: vmwenergyaircom For: Lot 228 -1827 LIR, Starlight Homes 2612 Flycatcher Way, Sanford, FI 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 chn 167 Coding 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 /0.140 in H2O 0.168 in/100ft 899 cFm Name Design Btuh) Htg cfrn) Clg ctm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 632 33 20 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bed2 c 1630 66 81 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3624 189 121 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 c 1617 76 80 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 FarrvUnXit c 1794 64 89 0.174 6.0 Ox 0 VIFx 35.5 125.0 st1 Fam/DinMit-A c 1794 64 89 0.190 6.0 Ox 0 VIFx 22.2 125.0 SO FamlDinXit-B c 1794 64 89 0,182 6.0 Ox 0 VIFx 29.0 125.0 st1 Fam/inMit-C c 1794 64 89 0.178 6.0 Ox 0 VIFx 32.4 125.0 SO Foyer c 815 40 40 0.376 4.0 Ox 0 VIFx 4.5 70.0 MBa h 905 47 31 0.175 4.0 Ox 0 VIFx 29.8 130.0 s12 Wed h 2781 145 96 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 AAc h 552 29 20 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 indy c 1075 18 53 0.170 5.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) cfm) FIR fpm) in) in) Material Trunk st1 PeakAVF 256 356 0.174 653 10.0 0 x 0 VinlFlx st2 PeakAVF 315 280 0.168 578 10.0 0 x 0 VinlFlx Boldrdalk values have been manual/yoverridden w . * Wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU17013 ACCA ...SpedfidWyndham Preserve\Lot 228 - 1827 UR.rup Calc= MA Front Door faces: S 2018-Jan-17 17:54:49 Page 1 Name Grille Size (in) Htg cfm) Clg cfm) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Matl Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 1 * wrightSOft" Right -Suite® Universal 2017 17.0.28 RSU1 7013 AC Ck ...SpecifidNyndham PreservetLot 228 - 1827 UR.rup Calc = MJ8 Front Door faces: S 2018-Jan-17 17:54:49 Page 2 ao Job* Starlight- Wyndham Preserve Performed for: Lot 228 -1827 UR 2612 Flycatcher Way Sanford, A 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407.8863729 vmwenergyair.com GRennera@energyaircom Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2018-Jan-1717:55:00 m Preserve\Lot 228 -1827 UR.rup f 1-1Iz" VTR , " VTR VTR I I I I I I I I STUDOR KS cn I I w ) SH I - I3-1 2 3-- LAV I _ 3„ I WCI L. LAV 2" -. I 3" TUB 3" i M m c/o PLAN 1827 PLUMBING RISER DIAGRAM Be, le-k5? 2 t° 0.0 Z a, a Q N N a 000N a CV o 1J O Go C tM G Z N C m DIMIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 228 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 7.5' Side Street = 25' LOT AREA CALCULATIONS LOT = 8,778 SQ.FT. LIVING AREA= 1,909 SQ.FT. GARAGE = 403 SQ.FT. ENTRY = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/ C PAD = 9 SQ.FT. IMPERVIOUS= 33.9 SOD = 5,805 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 5,572 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 928 SQ.FT. SOD = 1.052 SQ.FT. TOTAL AREA AREA = 14,350 SQ.FT. DRIVEWAY - 519 SQ.FT. SIDEWALK = 1,005 SQ.FT. SOD = 6.857 SQ.FT. 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. Ok to construct single family home 1NYNDHAMPRESERVE - LOT 228 with setbacks and impervious area PLOT PLAN shown on plan. 33. ` PCP ( 52+1 Rre-P,j U R I LOT 219 II I LOT 220 11 , e ' NORTH BOUAIDARY f O I L/ NE OF LOT 228 w i iv LOT 228 iv I N AREA = 8,778 S.F. ± N , W I 10.0 S I___-_-____ o.___-___ I c PAno a 1 28.0' 14.2 14.8 0.5' p I 39. 0 in I N' O Cn •$ 1 W o- l ; i a- Z • I PROPOSED a" m 1 STORY RESIDENCE Cn c I 2612 FLYCATCHER WAY 1 Q z A 3 0 `:z I 1827 FIREFLY i p Z ¢ o ^ I ,a ELEVATION. U o w iad GARAGE -RIGHT ,n LOT 227 to a I FFE= 26.3 of io O I I 5.7 ; h vg 1 28.0' 13.3 I 20.0 10.5' t . 16.0'=--s PROPOSED ° CONC WALK o . °• .. uWi a° M LrrLrCL 0 XW4F 4 452. 50' S89 43 03'Y c PROPOSED 5' G9 CONC SIDEWALK A . '• a • ' U 0 FLYCATCHER WAY PCP 50' RIGHT—OF—WAY CENTER LINE (PRIVATE ROAD) PCP _ 391. 64' S89'43'03"W L9 - licensed usiness LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP- Backflow Preventer Sight Distance Easement S - Survey PRM-Permonent Ref. Monument R Reported PCP -Permanent Control Point D - Description FP&L-Florida Power &Light P - Plat FFE-Finish Floor Elevation D. B. -Deed Book Wcter Meter O. R.-Official Records Book D4-Water Valve P. B. -Plat Book Cr-Fire Hydrant Pg•- Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc.- Concrete Cable Box BP - Brick Paver M-Telephone Box SW - Sidewalk E-Electric Box FFE - Finished Floor Elevation O -Utility Pole Cl - Curb Inlet Guy Pole GTI- Grate Top Inlet 9-Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS - No Comer Set (Falls in Water) D-Sanitary Sewer Manhole SF - Square Feet D. U.E. -Drainage Utility Easement CHHo - Electric Handhole COO - Clean Out FMGD- MAG NAI & 61SK CVD4-Irrigation Control Valve P. K. -Parker Kolon Nail Sign SIR - Set 1/2" Iron Rod L87768 WDG-Gate Water Valve SPKD - Set P.K. & Disk LB7768 Gas Meter FIR - Found 1/2" Iron Rod L87768 Pl. -Existing Grade FIP - Found 1/2" Iron Pipe LB7768 FPKD- Found P.K. Nail & Disk L87768 CI - Blow -off Valve Drainage Flow Direction FCM - Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 1 As-Built/Existin Grad Note: Some items idn above leaenmaynotbeaoOglicobleeSDescriptionI_ Date I Dwn.1 Ck'd I P.C. I Order No. CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD I BEARING C8 25. 00' 090-00'00" 39.27' 35.36' 1 N 45-16'57" W SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for 'WYNDHAM PRESERVE", City of Sanford Seminole County. Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) P aoo oeetoo Y o R fUR1 , I APhl? NO. LS6915 NOT VAUD WITHOUT fF9EeW13A1'URE AND THE ORIGINAL 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 228, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266, Licensed Business No. LB 7768 GeoPoint Surveying, Inc. Drawn: JE I Checked: JDL P.C.: Data File:BrissonEast-Plat Dote: 0 1 /27/18 1 Dwg:ftsonEast-t.o= Order No.: - SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: PAVALMERi2 ELECTRIC Starlight Homes 1827 LOAD CALCULATION December 12, 2017 L HVACLO.ADS(NEC2014-220.82(C)(31-(411 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 !c? 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER /a 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NE(: 2014 - 220.82(B)(I I - Ml LIGHTING 1909 Sy Ft lit Ft 5.73 KVA TY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA l DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER I IEATER (1) 4.50 4.50 KVA 0 WATER 14EAI-ER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA l 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 COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JF_NAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA JACUZZI TUBCIRCUIT 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AM13 POOL, CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 3623 KVA e IST 10 KVA (GENERAL. LOADS) %r; 100% 10.00 KVA REMAINDER ( GENERAL LOADS) (l1 40% 10.49 KVA SUB• TOT.AL(GENERALLOADS) INEC2014-220.82(B)l 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL. DEh1AND LOAD (NEC 2014 - 220.82(A)l 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE; 150 A 1PS M Lumber design values are in accordance with ANSI/TPI 1 section 6.3 Nil These truss designs rely on lumber values established by others. MiTekF RE: W P0228 - W P0228 MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0228 Model: 1827 Tampa, FL 33610 4115 Lot/Block: 228 Subdivision: Wyndham Preseve Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 0 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 ANSl/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 02 W IIIIIl 1 PF A. A ENS 39380 STATE OF .•/` Q R. C N Ai Thomas A. Albani PE No.39380 MiTek USA, Inc. Fl. Cert 6fi34 6904 Parke East Bbd. Tampa Fl. 33610 Date: January 23.2018 Albani, Thomas 1 of 1 Job - Truss Truss Type Qty ply WP0228 T13030976' WP0228 A01 HIP GIRDER 1 Z Job Reference (optional) Builders RrstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries Inc. Tue Jan 23 12:16:54 2018 Page 1 ID:rbOYL3Jo1CVi U1 FgSJd63xypdA'?-MP02NOAyC2IDuHFOPm?KlikVNel33go7 _uatkJWzsTrd 1-0-0 4-2-6 r 7-0.0 13-3-14 19-6-0 25-8.2 32-0-0 34-9-10 39-0 0 40.0-0 1-0-0 4-2-6 2-9-10 6-3-14 6-2-2 6-2-2 6-3-14 2-9-10 4-2-6 1-0-0 c%r Scale = 1.66.8 2x4 5.00 12 Sx6 34 3x6 _ 3x8 = 4 20 21 S 22 23 6 7 24 25 26 8 27 28 4x6 _ 19 29 30 18 17 31 32 t6 33 34 3,5 36 i5 14 37 38 13 4x6 5x8 = 6x8 - 2x4 5x8 2x4 6x8- 5x8 - LOADING (psi) TOLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x6 SP N0.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1-25 Rep Stress Incr NO Code FBC2014ffP12007 REACTIONS. (lb/size) 2=2942/0-8-0, 11=2941/0-8-0 Max Horz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11=-983(LC 5) CS1. DEFL, TC 1,00 Ve11(LL) BC 0,94 Vert(TL) WB 0,73 Horz(TL) Malrix-SH BRACING- TOPCHORD BOT CHOR FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6640/2219, 3-4=-6621/2247, 4-5=-6209/2126, 5-7=-10532/3593, 7-8=-10532/3593, 8-9=-6206/ 2124, 9-10=-6618/2245, 10-11=-6636/2217 BOT CHORD 2- 19=-1974/6017, 17-19=-3165/9503, 16-17=-3165/9503, 15-16=-3163/9496, 13-15=-3163/ 949b, 11-13=-1982/6014 WEBS 3-19=- 139/263, 4-19=-531/1999, 5-19=-3669/1256, 5-17=0/527, 5-16=-373/1169, 7-16=-683/ 426, 8.16=-378/1177. B-15=0/527, B-13=-3664/1253, 9-13=-530/1996, 10-13=-140/ 264 39-0-0 In (loc) Well Lid PLATES GRIP 0.49 16 > 931 240 MT20 2441190 114 16 >405 180 0.20 11 n/a n/a Weight: 441 lb FT = 20° D Structural wood sheathing directly applied. D Rigid ceiling directly applied or 9-0-8 oc bracing. NOTES- (10) 1) 2-ply truss to be connected together with 1 Od (0,131 'xX) nails as follows: Top chords connected as follows 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15ft; Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL= 1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconairient with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint($) except Qt=ib) 2=983, 1 1=983. WARNING Verfyy design paremoters end READ NOTES ON THIS AND tNCL UDED MrrEK REFERANCE PAGE Mit-7473 rev. I&V3/20 f S BEFORE USE I k.9{ 1r v AI i I r ueea my with M17< k < <,nru Ir rs II Ns e I sr,1n n te>u i nlY u{:Y r I rr. nueet< n sYr wn, • zr t n r r cxr m it I it r:ai 1 vN 9nr7 • :oi r { n nl, not r Inns sytie. m Ite>Lm r> ,the IxYI ilnii deVSUr e rnusl ve.dty the eA Y'll- rbNiry of i n 1 x1,lfl lers orxi l i q rrtiy a r. ,x4 ,r n rle thn de=a;,7n Ini.• Ihr, :weau tll hull•aing •.iomg[ I. Iko• Intlm.ilcrrk •i It l•:> I:xc..•cui lx-r.:.klirK7 •:•t irr•:.tivkarxal truss we l • sn•:1lcx c l xa .l mu¢rrd ire ca ply. N• lddruncll lrxn{nary <n r i { •r nn•:::nFaN ho x:.lnti7 6ti always nn$ dn d 1,1 Motility ory i L q:awvent . ,.11 1rs<., wilt) I • ql. dr. 1 x. itnnol hJul y arxi t 4olr vfy 41111' gar lot ;:7enrtnrl quki nx e regau flrua the kttrk otk ' dolivoty, - „ ilon and 1 au•. int7 r:,t irim—, and Irtm sy,le m%, sec+ANSI/TPI1 Quality Criteria, DS8.89 and SCSI Building Component Solely lnformatlon crv• 9latde h<.rn iniss Pl•tt lnsllluka. IflN lee i;ir <,t lxgte:: ;il% N x•. air lrl dA2:i;t14. 2 v 0 TFomas A. Albani PE No.W-180 P4iTek USA. Inc. FL OeR 6634 6904 Parke East Blvd. Tampa FL 33610 Date January 23, 2018 MiTek' 6904 Parke East Blvd. Tampa.. FL 33610 Job Truss Truss Type Oty Ply WP0228 T73030976, WP0228 A01 HIP GIRDER t 2 Job Reference (optional) Builders FirstSowce, Tampa. Plant City. Florida 3356G 8.130 s Sep 15 2017 MiTek Industries Inc. Tue Jan 23 12iG55 2018 Page 2 D: rbOY1_3Jo1 CV 1 U1 FgSJd63xypdA'?-gbxxakBayMu3VRgayTW ZEy2YO9PIZFN77EdlsyzsTrc NOTES- ( 10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 Ib down and 203 Ib up at 7-0-0, 105 Ib down and 107 Ib up at 9- 0-12. 105 Ib down and 107 Ib up at 11-0-12. 105 Ib down and 107 Ib up at 13-0-12, 105 Ib down and 107 Ib up at 15-0-12, 105 Ib down and 107 Ib up at 17-0-12, 105 Ib down and 1071b up at 19-0-12, 105 lb down and 107 Ib up at 19-11-4, 105 Ib down and 107 lb up at 21-11-4, 105 Ib down and 107 lb up at 23 11-4. 105 lb down and 107 Ib up at 25-11-4, 105 Ito down and 107 Ib up at 27-11-4, and 105 lb down and 107 Ito up at 29-11-4, and 203 lb down and 203 Ib up at 32-0-0 on top chord, and 317 Ib down and 109 Ib up at 7-0-0, 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-12, 81 Ib down at 19-11-4, 81 Ib down at 21-11-4, 81 lb down at 23-11-4. 81 Ib down at 25-11-4, 81 Ib down at 27-11-4, and 81 Ib down at 29-11-4, and 317lb down and 109 Ib up at 31-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veit: 1-4=-54, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert: 4=-156(B) 6=-105(B) 9=-156(B) 19=-317(B) 5=-105(B) 17=-58(8) 15=-58(B) 8=-105(B) 13=-317(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=- 105(B) 25=-105(B) 26=-105(B) 27=-105(B) 28=-105(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(13) 36=-58(B) 37=-58(B) 38=- 58(B) WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10103MIS BEFORE USE X' si6Ar v rli 1 f..r IrS rxily with Mllek'. onne kqs this •:1 Ign t:+;1v i ifvL t y!1•::rl 1 111 fllkl -m r n :.nl. tv-INil• ttrusssytikern &skar rise, Ihr> Lent^fu tp ifesy#nea Hurst v nN Ih<: ^.rly dial slily ,: I 1 u #n rx:,r IIr < i n an^i fa gxedy ut >#1v rrirthis icaq.Tn uilpx: rvra•.rll 7 IvNl.:fin{# 1r•u;#n. @•a v^ylr,•.iir:rtle•.i is lr.:r.reu,ni txn::klpttl or nvak^b-lrrtl buss w^•h :xxi/ca h^+rin nut xrrs ^.:nly. A•f Oh^n:tt k•Inln.try rn•llxrrtnanr nl br tid ,. MiTek. is 11 always rlull6: r st tl glity •;ln y I I r .nl 11 x,ut ylh i .su1:Je r is^,rt<al vqury nt a t:+^ q xa ly cA IIn rr#n. rra {#rnci•:tl grl<i•av e I°rtl!.n tir> l the h rrvk " Ilion, Me rrtle, deli.cv y. eu. C 11, yr .urd Ix VAr-rc) of InrSV.s 11ld tuns systems, so, rANSi/TPII Quality Criteria. DS1149 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information av>k tt de Ir•:•n, lrrrss llrllrs Institute. 2 1 Fl N ta::r- Shr r•t. Suite ? 1:. Nrix<tndtkt. VA 2231,11 Tar Va.. Fl. 33610 Job Truss Truss Type (sty Ply WP0228 T13030977' W P0228 A02 Hip 1 1 Job Reference (optional) Builders FuSISOUICe, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:55 2018 Page 1 ID irbOYL3Jol CV 1 U 1 FgSJd63xypdA?-gbxxakBayMu3VRgayTWZEy2ak9OW ZFB77EdlsyzsTtc 1.0-0 4-9-14 90-0 16-0-9 22-117 30-0.0 34-2-2 39-0-0 40-0-0 1- 0-0 4..9-14 4-2-2 7-0-9 6-10-13 7-0-9 4-2-2 4-9-14 1-0-0 Sx6 = 5. 00 72 3x8 - 3x6- 2x4 Sx8 - Scale = 1:67.2 3x6 17 16 15 14 14 12 3x6 3x8_ 3x8 MT20HS = 2x4 '.. LOADING ( psl) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL TO Lumber DOL 125 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 Except' 6- 8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=58(LC 16) Max Uplift 2=-411(LC 8), 10=-411(LC 9) Sx8 = 4x6 = 22- 1 1 3x4 = 7 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TC 0.85 Verf(LL) -0.34 14-15 >999 240 MT20 244/190 BC 0.99 Verl(TL) 0.84 14-15 >548 180 MT20HS 187/143 WB 0,75 Horz(TL) 0.23 10 rVa n/a Matrix- SH Weight: 190lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3008/1786, 3-4=-2802/1628, 4-5=-2576/1566, 5-7=-3527/2115, 7-8=-3527/2115, 8- 9=-2802/1628, 9- 1 0=-3009/1787 BOT CHORD 2-17=-1520/2[01, 15-17_ 1136//3526, 14-15=-18b1/3526, 12-14=-1307/2555, 10- 12=-1537/2708 WEBS 3-17=-1811253, 4-17=-358R65. 5-17=-1170/634, 5-15=0/261, 7-14=-397/344, 8-14=-643/1191, 8-12=-56/353, 9-12=-183/254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140ntph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat 11; Exp C; Encl- GCpi=0.18; MWFRS ( envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS tot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 beading plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=41 1, 10= 411. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban) PE No.39380 hfl T ek USA,! ne. FL Cert 66U 6904 Parke East Blvd, Tampa FL 33610 Date; January 23,2018 WARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 11,111-7473 rev 10/03/2015 BEFORE USE Ikasi{.tn : 1h i l rr Ilse -(Ally 'vAlh Mil< k'. Gonna tors. This d i in Is IvIse 1 only uT -r I u 1mt+ rs 11, .,n. n t I Is fe. f cut Ink L i h r•rl t nl !frill cr try ncnl, n• I o truss syslent ikacx< uee, the: Ivtll lirvr deskPter n usl 4 dN If <r.:.rtY tl1< <rl>AiTy I # u Al C a1 dine I rs 'I'd l x B.K:'dY rn rl. .aoh this iteupn Inl ih , ove oll I xnl lira irru ll r. f1r!1 N 7 in•. iioaexfls b.>T,rt.ver}I txu klll Rl ..,lnt,.liv1•..}u-ll hues•n%.h tncl/orIt I•.ime+rnt xtn •. •Illy. Aidflh vtall,;.ntt,rary •::xt llx rnv::nu rl lu x: irta MiTek:. IC tN•ays r 1rNlt : i h l si l>tihv ari l) 1 wvent >lk4 w Alt, I •%silo) rkvy+ual uVUl v in•-i lv(Y Ntv J, III I, F,r ;teueac11 41uid a t> tep<irix xl lho t tme,III. n, sl faMea tRfllvery, cV, , If(,,, imI Ur.1..hl; i4IFm, a no:f tnrss cysten s u3erANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovrclilol le. from lnus Milt? InstihAe. PIII N12. ",e xort•ina. VA 72314_ Tampa. fL 33610 Job Truss Truss Type Oily Ply WP0228 T7303G978i W P0228 A03 Hip 1 1 Job Reference (optional) Builders FirstSoutce, Tampa. Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:57 2018 Pagel ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-n 31?QDgUz8t)ll_y4uY1JN7zry5H19JQaY60wrzsTra 1-0-0 5-9-14 11-0.0 16-8-0 22-4-0 28-0-0 33-2-2 39-0-0 40-0-0 1-0-0 5-9-14 5-2-2 5-8-0 5-8-0 5-8-0 5.2-2 5-9-14 1-0-0 Sx6 - son i2 3x4 = 5 3x6 = 3x4 = 6 7 Scale = 1 66.9 3x6 : 16 " 12 3x6 Sx6 WB— 3x8 - 1 1-0 0 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL TO Lumber DOL 1.25 BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lTP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 Except' 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=70(LC 12) Max Uplift 2=-391(LC 8), 10=-391(LC 9) 3x4 CSI, DEFL. TC 0.68 Verl(LL) BC 0.91 Vert(TL) WB 0.71 Horz(TL) Matrix-SH BRACING - TOP CHORC BOT CHORE FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2982/1802. 3-4=-2659/1565, 4-5=-2422/1508, 5-7=-2926/1793, 7-8=-2422/1508, 8-9=-2659/15bb, 9-10=-2982/1802 BOT CHORD 2-16=-1531/2690, 14-16=-1509/2883, 12-14=-1511/2883, 10-12=-1544/2690 WEBS 3-16=-327/379, 4-16=-3537735, 5-16=-703/396, 7-12=-703/396, B-12=-353/735. 9-12=-327/378 3x8 — 5x6 WB- in loc) I/dell L/d PLATES GRIP 0,32 2-16 999 240 MT20 244/190 0,88 2-16 521 180 0.20 10 rVa rVa Weight: 190 lb FT = 20% Structural wood sheathing directly applied or 2-7-13 oc puilins. Rigid ceiling directly applied or 4-9-4 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh, h=15111; Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 (jt=lb) 2=391, 10=391. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albant PE No.39390 MiTek USA: Inc. FL Cert 6634 6504 Parke East Blvd. Tampa FL 33610 Date' January 23,2018 WARNING- Verrty design Peremet. end READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE M11-7473 rev II1*3120IS BEFORE USE I k•sifln v NI 1 1 r usa:: Illy with Mlle k ca»re t ,is. Ihis d urlr K tx,v i vNy a{:x,n I xjtill,wtorshom, • ar• 11s i• a aft It 11.1 iw:,l t rtN Lrhl ;on I r < nt. not fluor system li,+R use., Ilx-• I:' el iaq} lesir}n I rnusl •.< lily Ih<". Addi •rl •ally of 1 sir}n Ixrr nn< le¢an i Iw yx>dy ar rl lair: Thisi—KII) nil I Ih, vol ill IS h, 91,iinr) i"sk}n. I4•a•-ItAgin•.10.01e.•31s k,I levead IA,c:klit,-}-1 nr:11a•idual ,ralyart.if.AI,I•IInPnl l a•x.a,I MiTek' h „ lw•:,ya r It jifi,i 1 Ic r al it ality rn i I t I vw)l II it see wilt, { aslt8 I r ,n•::al inlrnv ,It. I t folK'rfy (1,11wk)ri If yr-a x•r•,I rp.ai i-mw., wi)oMiikl the 1•. tl nk:atl •n, stcr•itIt i II %ci Y, rifo lion and I v,r ing of lruw . arn<i hum wslims, s ?I,ANSIMII Quality Criterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information rv,gl•.rt•le:, einn truss Pk:rl,: Institr,le. 218 N. Lee Sir I. tiuite 312Nexcmdrla. VA 22314. ,.. Tampa. FL 33610 Job Truss Truss Type Oty Ply W 0228 T13030979, W P0228 A04 Hip 1 1 Job Reference (optional) Builders FirstSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2617 MiTek Industries, Inc Tue Jan 23 12:16 58 2018 Page 1 ID:rbOYL3Jol CV 1 U 1 FqSJd63xypdA?-FAd4DmDSFHGeMuZ9ec3Gsag6AMS'?mlrapCrySHzsTiZ 1-0-0 7-3-2 13-0-0 19-6-0 26-0-0 31-8-14 39-0-0 40-0-0 1-0-0 7-3-2 5-8-14 676 0 6-6-0 5-8-14 7-3-2 1-0-0 Scale = 1 :67.0 Sx6 = 2x4 5x6 ---. 3x6 = a o u 12 „ 3x6 3x4 = 3x6 = 3x8 3x6 = 3x4 = 39-0.0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deti L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Veri(LL) 0.29 10-12 y999 240 MT20 2441190 TCDL TO LUrnberDOL 1.25 BC 088 Verl(TL) 0.6810-12 >676 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0,17 8 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight: 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc. purlins. BOT CHORD 2x4 SP No.t Except' BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 8=1490/0-8-0 Max Horz 2= 81(LC 13) Max Uplift 2=-371(LC 8), 8=-371(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4=-2720/1661, 4-5=-2545/1628, 5-6=-2545/1628, 6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2-14=-15011267U, 12-14=-1113/2206, 10-12=-1116/220b, 8-10=-1511/2670 WEBS 3-14=- 328/389, 4-14=-263/537, 4-12=-220/581, 5-12=-399/339, 6-12=-220/581, 6-10=-263/ 537, 7-10=-328/389 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft, Cat. 11, Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C for members and forces K MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except Qt=1b) 2=371,8= 371. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33611 Date January 23, 2018 WARNING- Verity deign Peramefws end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY-7473 rev. 1010312015 BEFORE USE Do,*In v 111 i 1 r uw .nly `-Ath Milrk rnrx 1—vs, It As •d, %Ign is t aiu 1 my urx n t rrll jinn con t ne.nl. nrl • o hrrss sysk.mt kolo mo, Oxa b tul fing lerskiill must •,, dly the ':8:1 JH iI dilly <+f 1 sr Nr I:xn 1n e lugs o,vi { +• •I xady m r{ r 1kr ihn it sv,7n ufl Iho overall rndl•::finrl .ia>sl ln. lira In,t indicated is L.,rae.unl txu:klll K).I nralvGau•.1l puss ,,vet .r ,ef/^r cY ar.i menitvtis only. Ad flh nal 1>tn{x:,rary cin•iixsrinarx>nlivcranif MiTek= n .Iw:rys to Nxl< d Ic r ck11 dlllV ::ni i I f r .vent II g,se: wflt Iv,sdr,1 ! x n %11 kllrxy cuxi 1'rnlrriv 4:un >•,7:. Frx N'nerr 11 q d•::1 xx e. «y1::n•:rirKi the f 8nk'a1H n. sl i•.14.te, 1<•Il1vary. ei .c tlon ,In! f 1 .a ing of Inlse.s ntd liimsyske l—, $-,.•ANSI/TPII Quality Criteria, D$8.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information o.allot le trorri lrusc Plate Insttlule ?1i5 N Nexon•:frl-1 VA 22314_ Tama.. FL 33610 Job Truss Truss Type City Ply WP0228 T13030980' W P0228 A05 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:16:59 2018 Page 1 ID:rbOYL3Jol CV 1 U1 FgSJd63xypdA?-INBSO6E4ObOV_28LBJaVOoDFamtRV7lj2sbV?jzsTrY 1 0-0 7-9-14 15-0-0 19-6-0 24-0-0 31-2-2 39-0-0 40-0-0 1-0-0 7-9-14 7-2-2 4-6-0 4-6-0 7-2-2 7-9-14 1-0-0 3x6 Y 500 12 3x4 - 3x6 -' Sx6 2x4 5x6 - 14 „ 3x8 3x6 - 3x4 Scale = 1 :68.3 3x6 - 10-0- 14 19-6-0 28-11.2 39-0-0 10-0-14 - 9-5-2 — 952 __ 10-0_14 Plate Offsets (X Y)— f2:0-0-10 Edge] ]5:0-3-0,0-2-4] 17:0.3-0.0-2-4], j10,0-0-1OEdge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (Icx) I/dell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0,92 Vert(LL) -0.32 14-16 >999 240 MT20 244/190 TGDL TO Lumber DOL 1,25 BC 0.99 Vert(TL) 0.70 14-16 >658 180 BCLL 0.0 Rep Stress incr YES WB 0,50 Horz(TL) 0.17 10 tVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 189 lb FT = 20°e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BUT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=.-369(LC 13) FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1797, 3-5=-2738/1724, 5-6=-2184/1457, 6-7=-2184/1457, 7-9=-2738/1724, 9- 1 0=-2981/1797 BOT CHORD 2-16=-151412667, 14-16=-1012/2038, 12-14=-1014/2038, 10-12=-1524/2667 WEBS 3-16=-382/447, 5-16=-403/670, 5-14=-80/420, 6-14=-250/187, 7-14=-80/420, 7-12=-403/670. 9-12=-383/44 7 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDI-=3.0psf; h=15tt: Cat. 11, Exp C, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone;GG for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=369, 10=369. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI t as referenced by the building code." WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0I.7473 rev. 10A1312016 BEFORE USE t>E'siyln v4t i I i uve • my -ti4ih Mik k < <mni. to 45 Ihfs deeirin Is 1.:av f viiY'rx n r .n•m±e=1e r5 h •4.rtL <u± i is 1 a <xi irvJi.el i u l t vN ih ,1 'v±q r nt not t trtr'.c sriteni &eL.x+ usr., ttx> t± NI ling d,fe Jwn must •.•ertfy the ,:11.141, 1t,111ty e d dekin rn:11 uni Lvs crn• i I x, 1.±dy In, xq a tk± fhn iexakln mbx the vcm; Ill I xxbJinc; •kal<1r,- fkcN era arllcat. •J is t • rx«; ant I:xtckle Ka .N ui• fi rkt t d 'ntcs ;iel • and/or rh^I 1 rnanrtn-rs only. A t ilh tix l tr>mt w Mary cm•1 r xv mcn uxll hnx;ho is •olwoys i•xiltal-i k4 sk7t>4111y cau.1 I • r±rc;vr±nl •xll >r:±sr± with rx±sslt e rxxs:xxll N1µsy xvf r>r yxarly <N:nrnxN'. ka 9eaier.71 itrtld ni ±- n.±yarrii[ha the tabnrsttu n s1 v3g,!, d live lv, axe• "orl and 1 x. uanit of IRMA omcf taus systerus, 1e,ANSI/TFIi Quality Criteria, DSB-89 and SCSI Building Component Sofely lnformatlon <i ;xl at lE:z 6om inks I'lale Utstitule, 218 PI L•4 Sh o-; I, tiuife 3Il A1.:xrmcln 1. VA?'1.314. Thomas A. Albani PE No.39360 Tek USA. Ilic, FL Ce t 6634 6904 Parke East ONd. Tampa FL 33610 Date January 23,2018 AA T Nil' Mi ek 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply WP0228 T13030981' W P0228 A06 Hip 1 1 Job Reference optional) Builders FirstSowce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek IndLIStrle6, Inc. Tue Jan 23 1217 00 2018 Page 1 ID:i bOYL3Jo 1 CV 1 L71 FgSJd63xypdA?-BZlgeRFinuW McCi XI15kx?ITzA7xEaOSHW K3XAzsTrX 1-0-0 8-0-9 13-4-4 17-0-0 19-6-0 22-0-0 25-7-12 27-5-6 30-11-7 32-10,13. 39-0-0 40-0-0 1-0-0 8-0-9 5-3-11 3-7-12 2-6-0 2-6-0 3-7-12 '1-9-10 3-6-1 1-11-6 6-1 3 1-0-0 S 00 i 2 Sx8 3x8 ''.'. Sx8 - Scale = 1 68.1 3x6 ra — 16 — — 3x6 4x6 - 3x4 - LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014lrPi2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 6-8: 2x6 SP M 26, 1-4,10-13: 2x4 SP No.t BOT CHORD 2x4 SP No.1 'Except' 15-17 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max HOfZ 2=-104(LC 13) Max Uplift 2=-383(LC 12), 12=-383(LC 13) 3x4 = 4x6 - 22 0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 035 Vett(LL) 0.29 16-18 >999 240 MT20 244/190 BC 0.85 Vert(TL) 0,7512-14 >609 180 W B 0.49 Horz(TL) 0.17 12 n/a n/a Matrix-SH Weight 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4.10-0 oc bracing. WEBS 1 Row atmidpt 5-16,9-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3_ 2935/1795, 3-5=-2698/1712, 5-6=-1919/1302, 6-7=-1749/1239. 7-8=-1749/1239, 8-9=-191911302, 9-11_ 2698/1712, 11-12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12-14=-1515/2637 WEBS 3-18=356/404. 5-18=-311/567, 5-16=-584/438. 9-16=-584/438, 9-14=-311/567, 11 -1 4=-356/404, 7-16=-529/899 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph TCDL=4.2pst, BCDL=3.Opst, h=15ft Cat. II; Exp C: Enct- GCpi=0.18: MW FRS (envelope) and C-C Extenor(2) zone,C-C for members and forces & MW FRS for reactions shown, Lumber D0L=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 2=383, 12=383. 7) "This manufactured product is designed as an individual building component. The suitability and use of [his component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE Na.3920 MiTek USA, :nc. FL Cert 6634 6904 Parke East Blvd. T<ari FL 33610 Date: January 23,2018 V WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED UtTEK REFERANCE PAGE MII-7473 rev 1WO3120I S BEFORE USE. Hrsi{7n v rlki t r lux only w9tF} Milek +nnr k rs. Ihls d si,7n K t gas i only my n m 1 N b y Nxr it k tue ll [ 4111 ding e, , nt wl't, 1M 1 .. r irrne syslr.n, &.L+r ttse. the I:u xl ilrx7 desupxsr musl V, dty flxa .-trd ll• .11ality cl }r ut7n I H mrr.ivrs And I* 'I Ktily 1, 'twy<ilr. 11 ns desk7n rid the e:vr'i III L+ uAdlnc7 aesit7n. iV<u kr{I lndicnl• t is In I xarJearl txtc:kllr><i .rt xr•. ttviclte.il hiss w.l. • m•:1/or < Yv i•a mernt a.rs •.:xNy. Addttu axal le:•mixa•,ny ::fl r•.114:rrrncn'n nl hr>•flr7 ,• to llwoys I( 1 m d to, stotAlly ond1 I t G *nlcoll, If)- will, t sULd I l ,nal m) try tlllkl plol,.aIly •;f"nn hF`. fr.r {t nrtr tl itrtir},nx:e teg•ndin;7 the b rbrk,ati r , sl .r:gle...1e. lis ,l1. eir •Ikon and hvl eq7 of husu.- , Ind Int., sy,lkum,, %e -.ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information aiwlkft 4e horn Ill" l'kif = Instituter.. 218 N. Lee sli el. Sr+iie 312 VA 2.1.114. TanVa. FL 33610 Job Truss Truss Type Qty Ply WP0228 T13030982L W P0228 A07 Hip 1 1 Job Reference (optional) Builders FirstSoulce, Tampa, Plant City, Florida 33566 8.130 s Set) 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17:01 2018 Pagel ID:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA9-flJCtnGLYCeDDMHkJkdzTDlc8ZTAzyUOVA4c3czsTrW 4 A 19-0 0 196.0 25.712 _ 30-11 8 _ 39-0 0 400 1-04) 8.0.8 5 3-11 5-7-12 q6 o 5-7-12 5-3-11 8 0-8 '1.P0 0.6-0 Scale = 1:67.9 3x6 ' 3x6 3x6 = 3xG s eo iz 678 4x6 3x8 --- 3x4 - 3x4 == 4x6 2000 10-6 5 19 0 0 19-6.0 : 28 5.11 _ 39-GO 10-6.5 8.5-11 " a B-5 11 1065 0-6 0 _ Plate Offsets (X Y)-- (2:0-3-0 0-1-8], j6:0-3-0,0 2-4], [8:0-3-0,0-2-41, (12.0-3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/detl Ltd PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TIC 085 Vetl(LL) -0,26 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,85 Vert(TL) -0.74 2-18 >626 180 BCLL 0.0 Rep Stress incr YES WB 0.82 Hoiz(TL) 0.17 12 rVa n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 189lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4,10-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-16, 9-16 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 12=1490/0-8-0 Max Horz 2=116(LC 17) Max Uplift 2=-396(LC 12), 12=-396(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 3=-2927/1809, 3-5=-2698/1733, 5-6=-1894/1302, 6-7=-1692/1261, 7-8=-1692/1261. 8-9=-1894/1302, 9-11=-2698/1733, 11-12=-2927/1809 BOT CHORD 2-18=-151712628, 16-18=-1164/2188, 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5-16=-690/546, 9-16=-690/546, 9-14=-287/551, 11-14=-330/377, 7-16=-675/1063 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3.Opsf; h=15ft, Cat. it: Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces R MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=396, 12=396. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev 1UPo WIS BEFORE USE 0cmi n v 111 1 t r rse only Alh IIIis ie51,j I It I erica i !,Ny ur r 1n f 14 [ r <xt h1 fl 1 tut11 txAtf rig c< nq IY.nL nol 16rrss syslrwr &.IOI ux., the tvdl iln 1 •:1r>U17l xn rnusl re nfv thr .1fYJL xd111Y < t kit 1n rat[ nlx.tt rs ;m i f I q.dy u1 q -m11r 11 LS i- k?I Into the over 111 txdidlr>4? kasusn. Bax u111 u4:ik rtl„i Is I- rwxvrnl Cau:kIIIIg -f in. .V l fti.9 hums w 1, ind/e t hot It, <m,l w u only. AS Nh,m:11 1e mt'wily •:x1.f {xxnxln Lc .1lwdys tt.•prirexi her sUaLNllly cnvi In ruere nl .r,li 1pser with {wayL,h {xxsorxll mµny <1rKi pr„I ,ew ty :farm hl"±. rot ,1e`nri 11 ;3!ri i•m• r, re>tlariing tite> . t atNk::alk I stem l;7c. ,ieliv<,vv, «: n h^n (:1nd bia(Ing of btmc •s xlrf III), systems, seoANSI/TP11 Quality Criteria, DSB-89 and @CSI Building Component Safety Information •ov 7Iot4e tr"nI m Pkalo Instltut,, 718 P1 t,*<^ tihrn l Sull..r .412, FVexarrin 1. `JA 2?;t I A.. Thomas A. Albani PE No.39369 MiTek USA, Inc. FL 0ert 6634 6404 Parks bast Blvd- Tampa FL 33619 Date; January 23,2018 q y IYI! ek' 6804 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type W P0228 A08 Common Builders FirstSouice. Tampa. Plant City Florida 33566 t1-0.0 8-0-15 13.4-5 1 2 3x6 5-3-6 500 12 3x4 3x6 5 2x4 \, 4 3 / 16 15 17 18 4x6 = 3x4 — ty Ply W P0228 T13030983, 13 1 Job Reference_ optional) 8 130 s Sep 15 2017 MiTek Industiias, Inc Tue Jan 23 12:17:03 2018 Page 1 1D:rbOY 1.3JoICV1U1FgSJd63xypdA?-bBOzGTHb4puxTgR6Q9fRZeNxPN9cRrOJZUZ)8UzsTrU 25-7-11 30-11-1 39-0-0 40-0.0 6-1-11 5-3-6 8-0-1.5 1-0-0 Scale = 1:65.7 5x6 6 3x4 7 8 2x4 14 19 20 13 12 3x6 r 3x8 - 3x4 = 4x6 — 10-6-8 8-11-8 - Plate Offsets LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 200 Plate Grip DOL 1.25 TC 0.87 Vert(LL TCDL TO Lumber DOL 1.25 BC 0,85 Vert(TL BCLL 0.0 Rep Stress Incr YES WB 0.88 Ho12(TL BCDL 10.0 Code FBC2014(rP12007 Matrix-SH LUMBER- BRACIN TOP CHORD 2x4 SP No.2 'Except' TOP CH 1-4,8-11: 2x4 SP No.1 BOTCH BOT CHORD 2x4 SP No.1 'Except' WEBS 13-15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8-0 Max Horz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10=-399(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2941/1812, 3-5=-2697/1739, 5-6=-1892/1307, 6-7=-1892/1307, 7-9=-2697/173 9-10=-2941/1812 BOT CHORD 2-16=-151912625, 14-16=-1172/2191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=-693/1080, 7-14=-699/559, 7-12=-285/549, 9-12=328/372, 5-14=-699/559, 5-16=-285/549.3-16=-328/372 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=1 GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liv 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a it will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb 2=399, 10=399. 6) "This manufactured product is designed as an individual building component. The suitability and if particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the 8-11-A t0-fi-8 in (loc) Well L/d PLATES GRIP 0,26 10-12 >999 240 MT20 244/190 0.74 10-12 >622 180 0.17 10 rVa n/a Weight: 190 ib FT = 20% 3- RD Structural wood sheathing directly applied RD Rigid ceiling directly applied or 4-9-6 oc bracing. 1 Row at rnidpt 7-14, 5-14 1; Cat. II; Exp C. Encl., tr reactions shown, Lumber loads. tangle 3-6-0 tall by 2-0-0 wide lift at joint(s) except Qt=lb) of this component for any nldina code." PA MN-7d rev. 1"3,2015 BEFORE USErNTHISANDINCLUDEDM1TEKREFERANGE4EWARNING -Vert design parameters end READ NOTES ONAroeP D-;ign v sli 1 to, use' ,nly,,Alh Mi lc k , onnt I lit.. llr s,deggn n txau i lily uC, n r.u.nnele n tit awn, •nt 11, I l •:ar In i i till I orim rxtnl, not 11ntSz sysk m Ik+lo trse, the rvnl 1n x} ,fet;k)na.r rnusl verity it- op lie ca llity oid,qgn p n mu Iris :m I pr"r xeiy lit, ll rmak flt li'lo the o—vill kllklllm design. Wichig 111.11cakul is to r:xevonl txwkling e4 irxilvitlra:lk lni" we.1 .1rn1/or char.i lnentk[,,mlv.. 1. tlly •r,•11 1en1rxaary txt•i l++nn•;lnenl Lr x it 3 fs olw?lys rented La shit?ility,-not t, preveni,oll-Ill wilh I".mlr dt.ixnv,n•ol ktpn y• 3tVi I: lot wrty<1,1! 1{}t, for,:>nrral 1t11t7 nt•<•rtacrcn An{1 lhr a ttvk .;11i. n tinintrt 1011Vrny,'l - Ikon (rxt t' i, ll-t) or hmv4 s find law, skrrns, &(v,tANS1/TPt1 Quality Criteria, DS 1.89 and SCSI Building Component Safety Information A •,likable hcxn huts t'It:ilr Insflttile. 21rk Dl tee Ire 11 Wit,: 312 Nexandrf 1. VA:t2314. Thomas A. Afbani PE No.3830 MiTek USA, inc. FL Cart 66U 6904 Parke East Blvd, Tarnpa FL 33610 Date: January 23,2018 191' MiTek. 6904 Parke East Blvd. Tanµa.FL 33610 Job Truss Ttuss Type Oty Ply WP0228 T13030984', W P0228 A09 Common 6 1 Job Reference Lptlonal) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 23 12 17 06 2018 Page 1 IDrbOYL Jo1CV1U1FgS.1d63xypdA?-Oj65uVKTNkGWK7Ah6HC8AG?YKaH5eHwIfSnNlpzsTrR 1-0-0 6-9.14' 13-0-0 19.6-0 26-0.0 32-2-2 39-0-0 40-0-0 6-2-2 - - 6.6-0 --- - 6-6-0 Sx6 -_- 5.00 12 6 3x4 ; 3x4 3x6 5 \ 7 3x4. I 3 ' a. 3x6 18 t7 f16 +,5 14 13 2x4 3x6- 6x8 - 3x4 3x4 =- 3xC> 6.9-14 13-0.0 19-4.0 19-.6.0 26-0-0 32.2.2 6-9-14 6-2-2 6-4-0 0-2-0 6-6.0 6-2-2 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/detl Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0 05 10-12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0,14 10-12 999 180 BC:LL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL 1 0,02 10 rVa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Scale = 1 :65.7 3x4 9 12 2x4 PLATES GRIP MT20 244/190 3x6 Weight: 203lb FT = 20% TOP CH RD Structural wood sheathing directly applied or 5-9-9 oc purfins. BOTCH RD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 1 Row at midpt 6-15, 7-15, 5-15 REACTIONS. All bearings 0-8-0. Ib) - Max Horz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 131, 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 11, 16=738(LC 23). 10=583(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/186, 3-5=-130/447, 5-6=-160/594, 6-7=-161/595, 9-10=-819/453 BOT CHORD 2-18= 110/308, 16-18=-110/308, 15-16=-353/391, 12-14=-301/689, 10-12=-301/689' WEBS 6-15=-732/422, 7-15=-772/587, 7-14=-153/438, 9-14=-613/467, 9-12=0/273, 5- 1 5=-238/251, 5-16=-355/174, 3-16=-629/477, 3-18=0/274 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C tormembers and forces & MW FRS DOL= 1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liv 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where, a n will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb joint 15, 240 Ib uplift at joint 16 and 187 lb uplift at joint 10. 6) " This manufactured product is designed as an individual building component. The suitability and u. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the Cat. II; Exp C, Encl., reactions shown; Lumber loads. tangle 3-6-0 tall by 2-0-0 wide Aft at joint 2, 429 lb uplift at of this component for any uildina code." Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M*747 rev. 1 a 10VM 15 BEFORE USE. Design Joliet I x In" my with Milr`k rcxx 1 Ie. IN,-1 d,gn I, e my ul r n 1 n xnE=1 is sl vill, •ot' 11, 1. y <xt In h 1 dual 1 uM ling ^nth nl. Ix't 1 olllmsysk-m rir`I::at Is ilxt I fugl 1 hIl .I ill, Is1 `r< Iity th .:ar y Au.at • ily ,of t k stlgn I.<Ilk xI < I'M ill I< i I. v ywrly il lct p r it,a ihk < i, I4,y, ii Jlh,. ,::,verrgl MiTek' 1::• uildhkg <krsl4ln. Bra<sty:lln•1k'oh.d rs b,l.;re`vr`nl txx::klh tl^I nviiviatr. al truss'.•fe h•md/cx ch^ri nuxnlwln •:.nfy. Avlrarlit:nm .ilitalA,t,atycx-,•flxiltnm :c-nit`I •;x:4:} MiTe'R, Is "ways r 11x1 ; 3 (ex U Il dlity'an i to I [ wex I II gt>se wilt, r orxl pwl nyfy darn(IIy) F,x (J nfa 11 €1rAd s1 r red;n iinri Ifto- t.ltll afk ll, sl vlge. k Il ( ry erc., tl xl and f x vAng of tttm-% n- I hums w%kxns, sr-,eANSI/TPI i Quality Criteria, DS •89 and BCSI Building Component 6904 Parke East Blvd. Safety information a..dl, , t e hone bus IMatr Insiihrte,c. 71n N le,; Sheri Suttee, 31 , Nexorl rla. VA 22314, Tampa FL 33610 Job Truss Truss Type City Ply WP0228 T1303Q985' W PO228 A10 GABLE 1 1 Job Reference (optional) Builders FirstSouice, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek industries, Inc Tue Jan 23 12:17:08 2018 Pagel ID:rbO 3Jo1CV1U1FgSJd63xypdA?-y5EsJALkvMWDZ__RK4DiFcGh5rZOrz6FI26mGUplzsTrP 13-4-5 19-6-0 25-7-11 30-11-1 39-0-0 40-0-0 1-0-0-0 8-0-15 5-3-6 6-1-11 6-1-11 5-3-6 8-0-15 1-0-0 Scale = 1:68.6 Sx6 = 5.00 '.. t 2 6 3x6 3x4 ? 311 4 3x6 53x6 tee 2 11 3x6 -_- 3x4— 6x8 = 4G 47 13 12 3x6 24 23 22 21 20 19 18 41` 1645 15 14 3x4 — 3x6_ 3x6_ 10. 6-8 19-6-0 19-8 0 28 5-8 _ _ _ 39.0.0 _ .. 10- 6-8 B-11-8 0-2-0 8-9-8 10-6-8 Plate Offsets (X,Y)--j5:0-1-12,0-0-91,[7:0-3-0,0-0-81 _ _ --- LOADING ( lost) SPACING- -0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0.65 Vett(LL) -0.24 10-12 >976 240 MT20 2441190 TCDL 70 Lumber DOL 1.25 BC 0.90 Vert(TL -0.65 10-12 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(T 0.01 10 rVa n/a BCDL 10.0 Code FBC20141TP12007 Matrix-SH Weight: 267 Ib FT = 20% LUMBER BRACIN TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins. BOT CHORD 2x4 SP ND.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No,3 10-0-0 oc bracing: 12-14,10-12. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-14, 7-14, 5-14 REACTIONS. All bearings 19-4-8 except 01=1ength) 10=0-8-0 lb) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 Ito or less at joint(s) 2, 23, 24 except 14=-41 1(LC 13), 20=-27 (LC 12), 15=-111(LC 18), 10=- 191(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 19, 21, 22. 23, 24 except 1=1517(LC 1), 14= 1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-521269, 5-6=-122/528, 6-7=-122/529, 7-9=: 470/363, 9-10= 725/442 BOT CHORD 19-20=-238/308, 17-19=-238/308, 16-17=-238/308, 15-16=-238/308, 14-15= 238/30 , 10- 12=-273/597 WEBS 6-14=-679/389, 7-14=-728/578, 7-12=-313/589, 9-12=-369/402, 5-14=-308/323, 5- 20=-185/252, 3-20=-360/412 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 511, Cat. IF Exp C; Encl., GCpi= 0.18, MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to he face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other liv loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a r( dangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opst. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb 1plift at joint(s) 2, 23, 24 except Ot= lb) 14=411, 20=278, 15=111, 10=191. 9) " This manufactured product is designed as an individual building component. The suitability and u e of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 PAiTek USA. Inc- FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Gate: January 23,2018 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.70 rev. 1"312015 BEFORE USE Ikw( ln s,Iik i I x use fitly Ilt, •nnF hors. ° n r n to ei< n sh ,m, A is t I tit in fAA, hurl 1 aril find < oI nr Ilenh rx •1 l Ilfwcssyslelrrttelolus(), ihr•oF1 dI •sL+dIN.:.I dqqf' I:Il xn ta-m Iplf'j vly i y[^,r<alr If asdosltlrurl ll>r+•::w Inll Ni I:xdldlnc) # si A;. fko. kttl n fib:::algid rs to rxcvenl Ix1•:klln4l of vy.-!h i•Jual buss:•,r.l, .nvi(rx i h,ri mraml:c rs o[dy.. i•ilhcrro::111cattlx.nary •md [emn.7nr rl hh r in7 MiTek' rs tiwcays Ir ydr a<y fr I sl K411ty ::v 1 1 txe deal 11 t{tse wish [ iall:>i I xvxxtl Injury <xxi [xe^.i na'ty <i<mt•gle. kx { aniairfl S1rAc S tn c Ityl°_t1 1k 4) the h 110- 1t[ .n, sloroge i .li•voiv, a:>rt • hcxt ,irrd Lx,1..inta of fius, rs and inns s shems. v-ANSI/TPI I Quality Criteria, DS -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information on dl:tt dta Ifoin Russ F4otr• Ins6htlea 21tr N. L-< titreel ~role sit Al,xon Irl I VA 2"314. Tamps+ FL 33610 Job Truss Truss Type City Ply W P0228 T13030986 W P0228 B01 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSotnce, Tarrlpa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc Tue Jan 23 12:17:09 2018 Page 1 ID:it)OYI 3.lo1CV1U1FgSJd63xypdA?-QloEXWMMife4BbtiGnQmrevdBQoUbilJBLQ01L8zsTr0 1-0-0 10-0-0 20-0-0 21-0-0 1 00 1000 1000 1 00 Scale = 1 :35.3 4x6 6 5.0G, i2 a 3 10 3x4- 18 17 16 15 14 13 12 3x4 -' Sx6 2C-G 0 Plate 011sets (X Y)-- [15:0-3-30 0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0 13 Verl(LL 0,00 11 Nt 120 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0,11 Verljt- 0.01 11 nir 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACIN TOP CHORD 2x4 SP No.2 TOP CH RD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CH RD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0 Ib) - Max Horz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 2), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18= 6(LC. 23). 12=288(LC 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) t ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsh, h=1 ft; Cat. 11, Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS lot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nomlal to he face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIlTPI 1, 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other livo loads. 8) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a r ctangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) NIA 10) "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7471, rev. 10r0312015 BEFORE USE. x-+,tn v xl i lot use only -Mltr Mii k .inn• I:.rs ltus •A sign I,, tx]st i -nlv uI, r I`x It,I, ,onk It, ll,r on x fl Y foal t x)8 dint) • xxr t -liti 0, not 1ltusssy, irni ltt`row ust,ll.hildil K)ii'ls4glrr most`'lify ll,, t)lj 4v (Ihillly I1t'skxil*xm tr'Is<m•i I•it q-'ry I )<ivlII'l Ii IN(i,>4,rn Into tl tie , III b.xldfn< 1 f<usm-C?zcr:xK7 uuik-.ctlt*}Is in {.x..^nl Cx tckhrtp t h;.,li;i itral lo.rss ,•rut and/oi ch•rzi n enil wvti xily. AiSftP+nc)II<.n{•nny <xr dd`t nn;me nl h1 r-ing is ulwoys r<r lulrted kx slot4fily sin i t-, r-nt>vtznl ...0a1:5e will, lv;ssthlt. 1,,A—tvil lnimy anti tx y µxly :i:m• xlc I x Ll 4xvnl t)uki xr: r` r< (3cn iuk; the inhricotl n. sit• "tr l..it.livary, and I xariit[1 0l Inns syslclms, seeANSI/TPI I Quality Criteria, DS -84 and SCSI Buliding Component Safety Information n,/4- x4t= hen, inks i'I<.tle Institute. 211t N I ee Sll eot tir BlE: 3I'L. Ne x•:.xufti.a `:`A 22:514. Thomas A. Albani PE No.39380 1,,Kelt USA, Ir`,c. FL Gert 6634 6904 Parke East Blvd, Tampa FL 33610 Date January 23, 2018 ME' MTek 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Tuss Type W P0228 B02 Common Builders FirslSource. Tampa, Plant City, Florida 33566 1-0-0 5-5-0 10-0-0 i n-n 5-5-0 4-7-0 5.0o 112 3x6 - 2x4 3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 125 TC'DL TO Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LIJMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=787/0-8-0, 6=787/0-8-0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6=-216(LC 13) ty Ply WP0228 T13030987 1' Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12 17:10 2018 Page 1 ID:rbOY 3Jo1CV1U1FgSJd63xypdA?-uULcksN_ozmxpkTSL7H4L6AFkCX?aAOLa4lauazsTrN 14-7 n 20.0-0 21 0-0 4x6 - 4 2x4 5 8 5x8 — 3x6 - Scale = t 35.3 6 CSI. DEFL, in roc) Udell L/d PLATES GRIP TC 0.41 Vert(LL) 0.16 6-8 >999 240 MT20 244/190 BC 0.93 Vert(TL, 0.43 6-8 >534 180 WB 020 Horz(TLI 0.05 6 n/a n/a Matrix-SH Weighl: 86 lb FT = 20% BRACIN TOP CH RD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CH RD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1317/849. 3-4=-997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6-8= 681/1172 WEBS 4-8=-247/533, 5-8=-354/366, 3-8=-354/366 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasil=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=t 11, Cat. II; Exp C, Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liv loads. 4) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a tE ctangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) Of Truss to bearing plate capable of withstanding 100 lb fplift at joint(s) except (jt=lb) 2=216, 6=216. 6) "This manufactured product is designed as an individual building component. The suitability and u e of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the IbUilding code." Thomas A. Albani PE No.39380 f,1TTek USA. Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Gate: January 23,2018 V, WARNING Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M0J4 rev IOM320IS BEFORE USE Ik si{m v 91 1 i I us<:> nlY w1111 Mllek rnn< 1 rti. Itils ci sgijn Is I xnc I „nlv III x n t mn peal n shom. ond k k,r or it ilvl dual 101 din ii -C4ltl ry I11. ry A oh nsw kn" tRrtba a -, Rx:ltril irij #>splll r rurst ,,enty lhr of y 1vol,ility ct #.G.1111,N rm krs orr 11-4`1—ly ncr 'itwI.:it, i IN%a ioi{ln lnl the .:r,vIII il' bt H4;iirvl•kesl,.tl.lin:r dr471r,•9c:.de•f is to fue v«-nlr+r.:kllnl7 cl lrldlvkfu:rl ln.Isa tvel:.m•.i/cx<h.,na rr,e•nrtr rs ;nlY. idlhnu,al Larnr,rary :.n, itxmnanerl lx•n.irga '... MiTek' k 11w tys -hard 1,. I sl rt Illly (Nit f t ,Ilnt,w with 1 sd14e inµxy Arid I:ar,t-Ily •'h-an I«{1„ L,: r t .nrl rl •1Lila,av r, uxy<m An{I the rsltskxltk n, stok Nje, ,w, fk,n i1nd Lr.. r.. rn{1 or Itirs s rnd trim systems. CeeANSI/TPI I Quality Criteria, DS -89 and BCSI Building Component 6904 Parke East Blvd. Safety Information itcen Truss Pbalo Irntllutea, •lIrI N Lee Sit- A suite 312 Alex,on-Irby `A 22314. Tampa, FL 33610 Job Truss Truss Type W P0228 CJ i Jack -Open Builders FuStSOLirCe. Tampa. Plant City, Florida 33566 ID:rbO' 1 0-0 00 5,00 ''...... 12 2x4 ly Ply W P0228 T13030988'. Job Reference (optional) 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12:17:10 2018 Page 1 3Jo1CV1U1FgSJd63xypdA?-uULcksN QzmxpkTSL7H4L6AKtCINaDZLa4lauazsTrN 1.0-0 1-0-0 Scale = 1.6.5 3 4 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 009 Vert(LL) 0,00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BG 0,01 Vetl(TL) 0.00 2 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL 0.00 3 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACIN, TOP CHORD 2x4 SP No.2 TOP GHi BOT CHORD 2x4 SP No.2 BOT CH( REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4= 18(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDL=3.Opsf; h=1 GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces R MWFRS DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other IN 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a r( will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb 6) "This manufactured product is designed as an individual building component. The Suitability and u. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the RD Structural wood sheathing directly applied or 1-0-0 oc purfins. RD Rigid ceiling directly applied or 10-0-0 oc bracing. Cat. H. Exp C; Encl., reactions shown, Lumber loads. tangle 3-6-0 tall by 2-0-0 wide plift at joint(s) 3, 2. a of this component for any luilding code." WARNING - VeHty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-747t rev. 1010312015 BEFORE USE. Ik?skinvA it rtlu ,nty`Ath Mil ki'xs Il ps deUtTnKlxtk f my urr nt muuo+l ntih.an. n ihl v:x In lln kurit dl.ifrxf''m{ nenl, not i Inrss system, tir L:xe titic+. Irxt 1 rxl iintl letikrrx?r must vF nry Ihe g$Jt • it ,dity <: f i oils { •::n nne Ir.rs,m i { i ry +=sly r q igir Ihl4 ivaSln oil iht. <wri ill lxnldlrg 1eskJn. [4a ytr!71ndk-ated i41" pii..ent Lxx:klutg of IrxilvlitH I hiss .vr.h <ind/or c h' a i nxxnt vs only_ A I•Hh v,ctl Ir mf r•sy,xvl {.><xrnanrnl 1'i'r:htg Ls ; rPNays r,. 1uuc:xl lr •?'tensility tend to Ixesverdwill) inlury :Ind {>t' y v>rty Edon) x1r,_ f-ur ( mail (luki x . F* fexylidln9 11ie I'rl * rk::alA,n, st vlgyx fe,li. nary, of It-.m and t cyrftil'..>f inrcaws wl hut- yslems, s- oANSI/TPI1 Quality Criteria, DS -89 and BCSI Building Component Safely Information : idagkit.Arr tr:,tri bins (Herr«:? Insllfufe, 21rt N lee M col Srxre IL Nex::m• fiia VA'22314. Thomas A. Albani PE No.39386 MiTek USA. inc. FL Cott 6634 004 Parke East Blvd, Tampa FL 33610 Date January 23, 2018 MiTek' 6904 Parke East Blvd. Tampa. FL 3,1610 Job Truss Truss Type Cry Ply W P0228 I T13030989' W P0228 CJ3 Jack -Open 4 1 Job Reference (optional) Builders FIISISOUrce, Tampa. Plant City, Florida 33666 8.130 s Sep 15 2017 Mi?ek Industries, Inc. Tue Jan 23 12 1 T. i t 2018 Page 1 ID:rbOYL3Jo1CV1U1FgSJd63xypdA?-Mgv xCOcBHvoQu2furoJtKlVzb4ZJtpUokVBQlzsTrM 1-0-G 3-0-0 1-0-0 3-0-0 Scale = 1 10.8 2x4 = 3 0-0 3.0..0 ` LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0,01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 3 rva n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Harz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511. Cat. II; Exp C, Encl., GCpi=0.18, MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit 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 bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 NtiTO USA, Inc, FL Celt 6634 004 Parke East Blvd, Tampa FL 3U10 Date: January 23,2018 WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE Mg<7473 rev. 1010120IS BEFORE USE D,F I x3 v )li f f r tm, orilywth Mlla k nrxre I rs. Rris <1 vian IS 1 •au 1 •nly ur, r { -man teal rs sh wrr. an 1 I. Ira <:n Irr fI 4dual I rill iitiq <:olnr n nt, ry I tttns sytik m kk Jot use Irr<> ktxl Nn17 •#:Uglx I nulst Idly Ihr 4 i-,C AAity <: I f v,ln I <i un< t vs ;n.i Iy',I :'dy In i]•I •afc. Ihls 1, ,*I,I nil It e.:)v, 1(91 N it p !' txlil<flrti} desl R Iila, In,.} ndlcale i is t<.> rxc..wrt Ixrckllrt,i ul irrllvl:f,al Russ wet •n r c hnLi men'il xas xrly. A<1 ilh•av: rl Ieln{-<raryr<>nnc ntaN hr x:ing MiTek tt v ays 1 TLarl`(j I< r SI,A 1111y an 1 I { r . •ant >Il.It •x wilt, { r ibl { iv,rr,:al Iniury <:xxf Plol-ity 4,111, g I'or 4N'Ir'> II 4;uld n t. le•,1klvjlr{1 the I it xi<: -:: Irk . n, lolivery, eIt ..Ilea I on,I hray. Inr1 <:4 hvw s:.nd KIM syslern„ ce ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNd. Safety Information fr<:m lnxs Milo hrstlh dcr. 218 N. I.ere Sir M tiuile 312 Al xof0i a VA 71r>14. Tampa. FL 33610 Job Truss Truss Type Oty Ply W P0228 T13030990: WP0228 CJS Jack -Open 4 1 Job Reference (optional) Bulldels FirsiSource, Tampa. Plant City. Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 23 12 17 12 2018 Pagel ID:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-rtTM9YOEyal t22drSYJYOXFbb?Mv263d 1 OEhyTzsTIL 1-0-0 5-0-0 2x4 500 Scale = 114.9 LOADING lost) SPACING- 2-0-0 CS1. DEFL- in loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TO 039 Veri(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 2-4 >820 180 BOLL 00 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 ac pudins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(1-C 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=15111 Cal. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces R MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It, uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE tio.39380 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd, Tampa FL 33610 Date' January 23,2018 WARNING - Vedty design parameters and READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE MN-7473 rev t 0103120I S BEFORE USE D, tsi in v )II i l 1 use ly wlfh Mlla k "nrrt I rs. This d U 1n Is 1 "lm 1 my ur. 1 I vol net , sh• wr, ': ind it I+r cx) it ll m it r:It[ v)II III-) r,,l I"A. n:>I IrI IC: tiysl trl tk.i'::'1+ IISt!. 11 )e 1:>ldl iilk7,ie:!sltlrk r r))ll$i Vl tih/ iht` .)r:{,II •}I Illi'Y <;I 1 U 1n 1`:11 )I))t.lt!rC !31-M 11 rt+I `t:!!Iy In 41 r )tr` thiti tt!1k 111 Ir1t It .::`Jt 11;)II t xnldlr t•1e`slc n_ 14,r.G In ev il,ak11 .t t, t"[,,Iovt•nl hu lollrxr e,f lndlvldtt':)Ili-)sswt , nd/ol c:hor.I r—!mt.><m, only. Al+lift,-n•)II,inlw,rc+x )ry trnd r rm,ol>F•nl l van41 ',. MiTek h xwoysr Tilt `i tot stritdltly an i f tut vorn1 11, 4 Mth II ,1v4trll injury )rvipayv lty a<nu+){ie. For t3t•ncr<)I ,R1kl nv.a=rF!g:l C}II ; It)ez kit 0 orlon, st.r 7e, h Overy. eu - tf+,l) (I tv }(Ing of trusses • l'i tot s.y lr!ms s-v ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Sat Information :)rcxlat#) born buss %r)it` Inshlul,), 218 N. I.ee Mr—1 Stdte 31'l Net•:mdn 1. VA 22314_ Talnpa. FL 33610 Job TTLISS Truss Type W P0228 EJ 7 Jack -Open Builders First rce, 'amp a, Plant City. Florida 33566 3x6 = Oty Ply WPO226 T13030991 14 1 Job Reference Coptional) 8.130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 23 121 T12 2018 Page 1 ID:rbOYL3Jol CV i U 1 FgSJd63xypdA?-rtTM9YOEyal t22drSYJYOXFXT?JT263d 1 OEhyTzs'TrL 7-0-0 700 Scale = 1 i B.8 7 0-0 Plate Offsets (X,Y)-- 120-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Verl(LL) 0,10 2-4 >772 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.48 Vert(TL) -0,24 2-4 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hofz(TL) -0,00 3 n/a ri/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 23 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; VLII11=140mph (3-second gust) Vasil=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cal. 11; Exp C; Encl., GGpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone;C-C• for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb, uplift at joint(s) 2 except (jt=lb) 3=102. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer pet ANSI TPI 1 as referenced by the building code." T homas A..Alhani PE No.39380 MiTek USA, Inc. FL Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date January 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev. 1403/2015 BEFORE USE i esign v rll i f r in —,my wtlh This d Agn Is I'm-1—my ut" r o m• 11% I(•I <:zr Itril n vil txrW llrq) rv,l . a Irtrss sytle m W&,w um , Itxr txrfl itrxl .:fe*, 4r r n rnl ,ro my the r6Y JI ,ri Puby .:A 4esltltr V:.a nr , lers rari l ye.{v?rly Ur q ,Irate, arlm fe>s4 ln Inl the overall '.. Cndr:fln47 k=sl4m. kSr<:v6 STl%liccrh Jistoprr.sriIxrr::kleKi,..:rhv-iis4rfurrlIrtss-••.,et, nxf/cxchonfinernt 'Is Drily. Fl1,fllf.xr:rlffant",I::ay•:aIf{xmncmenllv R:'intf MiTek' i:,rle Bays for krl lltty evr i t { r vernl 11 r[ ergwith inlrmY imd pl.y Katy 411-Ip,a for LaHnor rl guki ay. , re!9ol iq tit the robrk:ati, n, sl, r.>t.k•.e tolivery. em .h ,n .rnd tc r.:frKj of Irk I s rrv.1 but y k ms sr.,>ANSI(TPII Quality Criteria, DSB-89 and SCSI 8uliding Component 6904 Parke East Blvd. Safely Information o-,ak rrrlo lrxn buss Pkrk? Instilut,a, 21A P1 I s e tilt el, tiulle :11 Y. NaXcatdd r Jn ;?%;S I h. Tampa.. FL 33610 Job Truss Truss Type Qty Ply WP0228 T13030992', WP0228 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 23 12 17 13 2018 Page 1 ID:ibC)YL3Jo1CV1U1FySJd63xypdA?-J311MuPsju9WgCC1OFgnzlomAPdtnVjnG2 FUvzsTrK 1-5-0 5.2-9 9-10-1 1-5-0 5-2-9 4-7-8 2x4 - 2x4 5 529 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0A0 TCDL 7.0 Lumber DOL 1.25 BC 0,61 BCLL 0.0 Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2014/TP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 4=127/Mechanical, 2=44510-10-15, 5=288/Mechanical Max Holz 2= 131(LC 4) Max Uplift 4=- 87(LC 4), 2=-145(LC 4), 5=-81(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-769/218 BOT CHORD 2- 7=-276/707, 6-7=-276/707 WEBS 3-7= 0/308, 3-6=-761/297 Scale = 1,21. 2 v DEFL. in loc) Udell L/d PLATES GRIP Vert(LL) 0. 05 6-7 999 240 MT20 244/190 Verl(TL) 0. 13 6-7 841 180 Horz(TL) 0. 01 5 n1a n/a Weight 40 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or; bracing. NOTES- (8) 1) Wind: ASCE 7-10, VUlt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=1511; Cat. 11. Exp C:. End., GCpi=0.18: MWFRS (envelope), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girdet(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 Ib up at 1-4-15, 68lb down and 85 Ib up at 1-4-15, 25lb down and 38 lb up at 4-2-15, 25lb down and 38 Ib Lip at 4-2-15, and 50 Ib down and 87 Ib up at 7-0-14, and 50lb down and 87lb up at 7-0-14 on lop chord, and 1 Ib down at 1-4-15, 1 Ib down at 1-4-15, 18 lb down at 4- 2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=- 54. 2-5=-20 Concentrated Loads (Ib) Vert: 8=44( F=22, 8=22) 10=-75(F=-38, B=-38) 13= 36(F=-18, B= 18) Thomas A. Alhani PE No.39380 fojTek GSA. Inc. FL Cert 6634 504 Parke East Blvd, Tampa FL 33610 Date. January 23, 2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE Oe'si{711 v III 1 for 11-"Illy with Mii k. , -nit, i.asIns I r, I>I <vr m ii A• Avil 1 Alflaillig x:•n r ne,ni n: l 1 inns s/slern. 40011+ t}u, the btttl:fe ti,• sRpua must v-1ty ti- ill:I Acot. AilY cA Seur#n I <rr nne kvs <.I" I I n, 'I. tsfly nr it -i ito ltw i ieskjn it IN , ..,,(•i•ill lat txdldtrv,# irasi4#r_ ttrrn' kt_71n•SN:<rlrfisb,•{>uavr•nitatekliir4i•.Auxflvldu.tllnls's=uet, n1•.f/„r,;l,a.inrernisvc.ally. A.ltllhn,ailesrrlr+rsYrxil{x nuimeulfvv:In{1 MiTek h otwcly, 7i tlr ^• 1 Ira tltl Altvainit 14 %nl 111r, With { ,stilLdr{ is rrzl infury arr•._i rx,.I city acm $i< ini cp`rn lal i#uta,a1*e regar. iire#Iixr 4 qk i flro,, A rut#ee, II 111vol Y. et, x Ate't •.Ind Ic u 11d# of IL ms,xs nt!::I hu s aysletfra se rF,,ANSUTPII Quality Criteria, DSS-89 and BCS# Building Component 6904 Parke Easf Blvd. Safety Information !IJ inutile Iran Urm Holt, Im111,110 218 N 1<a SA r•I. ;rift,, 31'1, Al—cilvIrl I .'P. 22314_ Tampa. FL 33610 Symbols I Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0J/1 g, t. For 4 x 2 orientation, locate plates 0-'/ " from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 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-131 1, ESR-1352, ESR 1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MI! MiTek" MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury l . Additional stability bracing for truss system, e.g. diagonal or X-brocing, is always required. See BCSI, 2. Truss bracing must be designed by an engineer. For aside truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1, B. Unless otherwise noted moisture content of lumber shall not exceed 19go at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10 Camber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12 Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing 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 without prior approval of an engineer. 17, Install and food vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19 Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. DEARING HEIGHT 56HEDLLE 39-0-0 u v 1 u u CD 1 CA C D rL JS CJ5 J R02 — — R04 no 5 607, NOTES: 1) REFER TO HIB 41 (RECOMAENDATiON5 FOR 1}I HAWLIN6 INSTALLATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT BRACING REQUIRED. I - - - - - 2.) ALL TRU55E5 (INCLUDIN6 TRU55E5 UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL VIOS FOR Al. TERNATE BRACING REQUIREMENTS. 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRUSSES ARE DESIGNED FOR 2' o.c. MAXIMLM 5PACIN6, UN-E55 OTHERWI5E NOTED. m 10 p _----_— ..— .------- 5.) ALL WALLS SHOWN ON PLACEMENT ROB -- - PLANARIARE PERED 10 BL NOTED. m 6.) 2THE',T DE INSTALLED WI HOP 5EU n 7.) ALL ROOF TRU55 HANGERS TO BE SIMP50N HTU26 UNLESS OTHEKWI4E NOTED. ALL FLOOR TRU55 HANGER5 TO BE 51MP50N THA422 UNLE55 OTHERWI5E NOTED. 6.) BEAMIHEADER/ LINTEL (IOR) TO BE FLIRN15HED BY 5UILDER. SHOP DRAWING APPROVAL Tf65 LAYOUT 15 THE SAE SWRCE FOR FABRICATION OF TRU55E5 AND VOID5 ALL PREVIOV5 ARCHITECTURAL OR OTHER TRU55 LA. YW15. REVIEW AW APPROVAL OF 1115 LAYOUT M,151 BE RECEIVED BEFORE ANY TRU55E5 WILL DE BULT. VERIFY ALL COWIT10% TO INSURE A6AMT CHP,%E5 THAT WILL n At T IN EXTRA LHARGE5ID YOU 3)09 WK ra awNr a: I Hae. 0 tr au 1 Builders FirstSource Orlando m B02 PHONE: 407-551-2100 FAX 407-551-7111 Plant City f302 I PHONE. 815-759-5957 FAX 813-752-1532 RCS 1 — ... 13 4 0 5-E3-0 20 0-L uIL ER Starlight Homes 011 1827 IfEk APPIBi HJoshh WP0228N15 1-23- 18 01 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # iT l 8- 1 5 0? SA NF(),D Project Location Address l — As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS. INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 r' Category / Subcategory Manufacturer Product Description Florida Approval # include decimal " 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2P2018 Florida Building Code Online f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts F nda pr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri—eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Roofing Underlayments Links Sear 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 V Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO Underlaymen final.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code hfps:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 113 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved e.-e . a f Wariaid" Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Parry: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments f[nal.pdf Created by Independent Third Party: Yes Y 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pd Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO Underlayments final.Ddf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use W Installation Instructions v Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eva[ Report TAMKO 12328.5 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 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. saturated organic Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes https:l&vww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5ebt5wRVV28J8d8c6lCFKFGNQ%3d%3d 2/3 Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hfp://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: U nderlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate Surfaced Roll Roofing TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKOO Moisture Guard® TAMKOO No. 15 ASTM Asphalt Saturated Organic Felt TAMKOO No. 15 UL Asphalt Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated with asphalt and coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001. 4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 TAMKO BUILDING PRODCUTS, INC. ti TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS 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 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 TAMKOS TW Metal and Tile Underlayment and TAMKOS TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOS Moisture Guards shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAM KOO 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: TAMKOS 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 TAMKOS ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOS ASTM Tile N N N N N Y Underlayment TAMKOS Master Smooth Y' N N N N N TAMKOS Moisture Guard® Y N N N N N TAMKOS No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOS No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOS No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOS No. 30 UL Asphalt Y Y Y N Y NSaturatedOrganicFelt TAMKOS TW Metal and Tile Y Y N N N Y Underlayment TAMKOS TW Underlayment Y Y N N N N TAMKOS TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY11R, f A"4f C) do No 74021 o ' STATE OF 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 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 EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6T" EDITION (2017) Issued October 19, 2017 Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAM KO® 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 ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO® Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKOO No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type 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 TAMKOS 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 TAMKOS 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: TAMKOS TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shin lea Roofing Shakes Shingles Concrete Tile TAMKOS ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOS 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 TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKO® No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMK04D No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. PRY R. tiP•••.c'ENS'F • s• No 74021 O: STATE OF :44/ 0 R O, N O N A11 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 dbProduct Approvalrw` USER: Public UserP Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 I I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.orglpr/pr_app_dti.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 FL # ( Model, Number or Name 3792.1 135 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2: 730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 770 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 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: Description Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 160S102S.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028,od Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.odf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC NOA 15-0709.09.Ddf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgsFgPhXouzzgPGbeVdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAMII, MIAMI-DADS COUNTY r PRODUCT CONTROL, SECTION 11805 S W 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.nuamidade.gov/eeonomv 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 Miatni-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 tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I 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 l00(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/ 15 NOA No.: 16-0510.28 MIAMI•DADECO UIJMGYJPJ 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 rooting nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be " kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vein flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A 4— MIMI 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 0 DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MlAWt ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.lov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for duality 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 tenninate 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. AZA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1. of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/ l6/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 WgMIAMbDjmfyjm TY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 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''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1,/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAM•DADECOUNTY 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 DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C ILL i 750-S SERIES LOWERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 t DETAIL D 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAh4athA1E MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiainidadg.gov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER - 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 perfonnance 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 l through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28AZA- Expiration Date: 08/16/21 Approval Date: 06/30/16 Page I of 9 ROOFING COMPONENT APPROVAL Categorv: 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-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test A2encv Test Identifier Center for Applied Engineering MDC-98&99 PRI Construction Materials Technologies LOM-013-02-01 RRWA-00 1 -02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/ 16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'A from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be " kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply ''/z" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant # 10-7 x 1-1 /2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 MIAMI•DAD, COW 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 u DETAIL B 750 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C y, ram ......_._ . .._.._... .....a:—.: 750-S SERIES LOUVF,RED ROOF VENT NOA No.: 16-0510.28 MIAMI-DADEeouNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I I f 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 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) Equivafence of Product Standards Certified By CAST-CRETE USA, Inc. PD Box 24567 Tampa, FL 33623 813)621-4641 Ext128 cpa rrino@castcrete,com Craig Parrino cparrino@castrr,ete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R10 C CAC NOA 17-0821.18.odf Approved for use outside HVHZ: Yes 5,8 R10 C CAC NOA 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 R10 II NOA 17-0821 18.p(f FL158 R10 II NOA 17=0821,19.pdf VeriFled By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: hack I:ext The State of Florida is an AA/EEO employer, Copyrlaht 2007-2013 State of Florida.:: Privac t :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 7_Fa® Credit Card Safe M IA,M I'DADE MIAM1-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 1vliami, Florida 33175-2474 T (786) 315- 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) ,vNvw.irdamidade.zov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPt: This MA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the might to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and. Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA M1 aaecouN7Y Expiration Date: 17-082i.18 09/11/2018 t/ Approval Date: 09/28/2017 09 1 Z 8/2a f7 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 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, prepm-ed by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, AE, B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMF-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A..Flmnon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Pw•rino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Pm•rino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality Systena Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed .Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel .Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load 'fables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., datedMarch 24, ?.003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OR ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Dralving 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mianui-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 Aliami-Dade County Department of Regulatory and Economic Resom-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. 4L -15 Y WL elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/1.1/2018 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. Drcnidng No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 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 M236, 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, F.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Eielmy M,'ItariKM.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 i HIGH STRENGTH PRECAST ANDlow-- PRESTRESSED CONCRETE LINTELS fI L v ra ,T 1J-ltNi[L 2" rates? r/ '..rs• eoua a-I r "' rc <' soda 1"'-?[. b 6 4" SOUD LINT=L DATA TABLE 4i1 R r l[NG[FI s-A• A[sAS s-4• r-D• 1 s-It 1 r[fl 9" PRECAST U-LINTEL DATA TABLE F" 3F.7illyriLTZ.J earD13.'`T] F 3il7LR>• NUEA Q:arrri.l rsuivts.. ppyyItifl[:7.11...3I$7 it rarnM..... eera ra._.Jeslsat SQ:" 1i FitE•S![F.3:7-:lifii!f7[Yi rE, ena u Tec'a rss.:;;eeza r iL.: lleSiF>CGta. P mrr IF IaLi.!iX''iCdSop Sri" 16 12" PRECAST U-LINTEL DATA TABLE i 7.3t rsT.ILTL ur• 1><rarp I n`>. F7:iL'.i ECli c7Li^lklal-i C/Lf r" r OLNR%"pQp vr,!}cio, ff" ti:N[F\..rF.JFi iVEiL':lfi6 cnr rnr a ne e,+i' rr c>1T ssrla_i:[r r s. n erase IM iFiCJirt3_.::Tifli.3 arl" s a : rmc rr t t mGtr tmUr;sm Oieforfly mcyrIMMULMIraL. 37T.d¢3ail ti''.'r or" r srt:s[ EVEmesrr lay cwoa, asr r;:#1 ra;za ena,! r E1:. l . eLG71! Stu 12" PRECAST W( 2" RECESS_QOOR U _JJTAILE TYPE " 6" TYPE ' A' STIRS 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 4 . ObNAfl[ 4 MMA[iM[ YRDANA%tON S PAOMofD fOA TROaVW wnlDrAl. R a 2AOfOaTFD Al WfMAiONT UH1: AND DAHMI K 7¢MODD[l2 OA OiaikDtlT[D mTNauT nIe IaaaA aram[x eoxson cau-exn[ usa, ,ram 1. AiDYOPDAW A1ttL'pi W .7N W.1 A N. MA A RRAM " AIla" aTMM. [ AND 12 D UMVA . 20OO rk a W "M w1a L If KO w TOTAL Xo K a1W" AWN.[- M[ COVNIW STMM" Z. WIMI[ 31ATNOM V. Woo ral f0[ — a AIW MO n axx ;M vF11 so of W #WORM .UW M [CAW,[ - W Af fuu[ r MiRISS r•. aom 1'X Mt Ala MDaA aAAMa . . 11x11 n[ AaaEaagW dw[ RpAI{'ATAN Naar [AYxa W M W[0. Slott K Wf MCA Ox[ iRA IO K f1AKM 9AM WOs 2 VMM fs WN [NO. yWoMA1. ANN Len= Ann AiIARI'YIa CROW FD xoA'" G PA/' exonucrRrvlsen i •••• as eempfyirrR •xilh xRa Flc i G GEN O • Duuftcuhc Acv oncDNa17-okli.fg exnnucrxenstsn 0. 4wtuplrju;a, lta Pwtwa poldir4c 9 gF ` . ' 651a [' ram' --'ctT W@ JJ>a va+°l°.• & CRAIGPARRINO 1D uelca r s•OIR1. \CS, 6324CR579 70NA.+' EFL 3M GFL PECNO.44756 3 PRECAST_ AND PRESTRESSED LINTEL DETAILS q• 7u CUR: oxah14 - UAM Oft JOIYY SWL1__..__u DACT 3/2I QIEMD C6 eM P.x,M P.C. I WMMi ED4512 VW; 1 01 GENERAL NOTES I) YolMdx Pe 4• W oat Wd - 30M pd ro Si dr Itpr.ewa We, . ti9W op1 ' 300D w y(rya l `¢moo r aon"9r'`maiou,'n¢L arcs a WgyW 196 Pd r bow fur m A61s Crock b0 mods per ASDI C270 type Y or S 2) Af s to hod wbW hosed I rerun 4 i¢ch raraiaot bearvlg. Ely, Sd• bads for bdJ 4yp 6U8, 121f9 and 12kU6 wet be mdaeW by 107. i( Mooing 4,4th 1s 1- ft. 6 1/2 Wes, 3) P(W& fol mats bed oM hevd Wt. 4) SM mamba b parenlbrif M+dicaI. fir P-1 n0ua6m fs eredc 40 r w added rrLa. y rEr/ 14%tid•afm -0 1426 `A - IYlB ;T S428V0 5) AN W* *-,of or eased 3w ddketio0. Eifel in 8 k 12FB 1 -4' 9 f.,wauntsaa_I 1/lao derl,,As , Use is Wt d to w AUM =lM F.M. Ik011" Code Ssc6ow IW4b.l e S) SMm 1Aea Hdob w roy&w. 7) 4' uU fetal to be iaddW •/ 4' dtoerabe hwWokol oed b' amrAm V.9-t 6) Imto'itim/dladrmeet d Said mat wmpfy Ah Ike -MHedurd and/or Amtwd doo-We. 9) She 6.19M moy ¢:•*lode 4-RA ded boric Mon tM edo hod toed. by cdnbkig 9ie ma»imam reebting rna+rrtt and sheoz d d-•,q from U. 12) 6' & tY U'W' aro mamdodmod Wb 5-1/2' k" oobbrs d 9. wds to ocmmodda r"W of n -,dV ud 9rotAw9. 13) 1M¢ •Acriw -I.. nl rodds irdo9ed b ederkr ¢¢n¢ab mownry rdb olnf foraacdcEiqddawagadI. acrordortn MRh AM C-926 ar dhow ¢PPM =a9• 14) LW* boded dmufmxasiy .6 vrorfied ( py a ¢ ad hodeonbf 6et•oQ bode ah.41 be dddW for the wmAl4r loofinp the fde•Tng egooaY A"W ser6ea1 Iood "!p how .w load 0 bad5dewr" k•d + Sato hwlm•td S I. 15) For aaepwaa r.W h*ile rol :form• tan ado iced from n A lower fWdc :boom. Is) Fs Wd W*W mi ahoon. oa .1. hod Iron 4W W"L Zeno OW, 17) Safe bode ore a*erkM-W do•ohb ioodc. 16) Safe foods b.W on mHead dairy: a 44* per Aa 530 and ACI 316, 19) AdMional letad hod wpedty wo be obto¢ru br . d.Ldff by pl"frp adMMre:dgcod wrrorofe muway writ (RCW) oboes the FPK See eM" beir i. 3t:'.:•- SEE SAFE LATERAL LOAD TABLES FOR LOAD RATTNG FOR EACH ADO1T10( s-,• ;' •sr: REk1fORCED C1N {RCM!) RAL MRSE 1) 15 RE13AR FOR 6' WaS 2' GU2 TYP rr"+;'j 2) KEBAB FOR I2'• LINTELS SAFE LOADS FOR 41e SOLD LINTELS W-4Rrn GRAVITY TYPE LENGTH 4S8 S- 6a (427 PRECAST 11 BO 4'-- 0' (48' PRECAST 959 4'- 6° (54"} PRECAST 789 5'- l0'(70') PRECAST 480 6'- 6- (78') PRECAST 360 7'- 6' (WO PRECAST 260 9'- 4e (112-) PRECAST 156 10'- 6-(12n PRECAST 116 12U8 4 - 004- UPLIFT LATERAL LENGTH TYPE 4S8 4S8 3'- 6' (421 PRECAST 687 371 4'- 0' (451 PRECAST 597 320 4'- 6e (54e) PRECAST 52.9 2,98 V- 10' (701 PRECAST 407 148 6'- 6' (78") PRECAST 366 118 T--- 7'- 8a (90) PRECAST 280 87 9'- 4' (172') PRECAST 1117 55 10'- 6-(1261 PRECAST 152 43 12FS 12F12 12F18 10) NA a Rot Rabd.,l .:.r•.:. :::.• t t) Bottom mr•added webs to be laakd at Ike bollom of the f•tN wrib'. + • •,,•, '.. . • ` PRODUCT W-WISED 6U8 6F8 6F12 6F16 bs coaspiylag with tlsa Plm4rk TYPE DESIGNATION uvf, r. a9bYmtdaR/a mnYm .p , o, • • • •i,.},':f• • •>it '`!'` T ''': a.' (a: .': ;., 1r'•.{i «. ' 12 16-26/2T m+ bva saJw J Lawwaar {siz tKA9aC mob m" N ibP '• • i! ' 4 n ••'• ewe..~>,.'! • r'`' !.,., , i Y01. to mom rat It trios NNW Ra e• moos 2p : , r. OJs• t 12F28 12F24 12F20 n 2 Il tly+'i,• QtW r +t eTM ' f ,• _ ,, 4 c. l t.v iu'z xOmm a¢ n was :1 • *• - PRODUCTRl1VISIiA retAao ra r mass `Y 3 {'% '1 7}'.nPT3iupg srifh Oa N1oNd. ores icvarsa s - er, gt .• S7 .; Ac« pw - No iS6' ACRAL 1f°0°b ••+• • • • • • .• (? . ,p T/"/y C/ . CTiAIGPART6N0 P.Nplcclkm Drao a °3 12' Nt1JMRALrrmn ' •OK10'•'"+" 6324Q579 6F32 6F28 6F24 6F20 'J,S'sj .LyO J SITMER. R. 335M Uy edd gdl4AL a.Y4 I`LP.E. uC.Na 44756 R 3 a CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES N7 f P 0 6 1 I4 u.0 FHF NAIC: 68W-14 9HA1R1 971 JMM AH1UD $Mr. tv s, AILIb' 2°i.YA HAJE: 3 21/OS CKCKJ0 •: CpAW FARM PE. - HET. No. 41756 1 DfAuMM L74612 SKET 1 0r 3 LATMALFE SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS F APp CAgT ltt..1 PJTP RM' )A SAFE: UPLIFT LOADS FOR 6" PRECAST U-LINTELS 4Con'twpr SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6U8 6F8-1B6F12^166Ft6-185F2D-186F24-186F2B-1B6F32-1B Y-6" ( 421 PRECAST 2332 2675 3892 5450 6148 7227 . 8297 9357 4'-O' ( 461 PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6' ( 54°) PRECAST 1654 18B7 3633 5050 6148 7227 8297 9357 5'-10°( 70') PRECAST 1067 1260 2198 3557 5734 7227 B297J 8225 6'4° ( 78' PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6° ( 90') PRECAST 779 833 1459 2188 3151 4524 6654 9357 9'-4° ( 112') PRECAST 584 660 10M 1523 2034 2795 3731 5D17 PRECAST 503 895 1270 1706 2236 2898 3747 11'-4-( 1361 PRECAST 451 f-51 80511133 1507 1952 2492 3163 12'-0-' 144') PRECAST 425 477 744 1D42 f377 1769 1 2238 2808 13'-4"( 1601 PRECAST 373 417 645 1 895 1170 1485 1852 2285 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4°( 208') PRECAST N.R. 229 455 620 794 985 1198 1437 1) THE NUMBERS IN PAREN NESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 C 41 SAFE LOAD LENGTH TYPE 6U8 6F8 RCMU 3'-6' ( 421 PRECAST 587 1055 596 4'--0' ( 487 PRECAST 487 787 445 4'-6' ( 541 PRECAST 416 609 344 5'-10"( 701 PRECAST 300 350 198 6'-6" ( 78") PRECAST 253 496 157 7'-6° ( 90"} PRECAST 222 367 116 9'-4" ( 1127 PRECAST 173 352 74- 10'-6"{ 126' PRECAST 151 276 58 I V- 4' (136") PRECAST 139 311 49 12'-D'( 144' PRECAST 131 277 44 13'-4-( 160`) PRECAST 117 223 35 14'-0" ( 168°) PRECAST 111 202 32 17'-4'( 208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 Cmw.CArn SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 98-11 V12-IT BF16-1T 6F20-IT 6F24-IT 6F18-IT 6F32-IT 3'-6- ( 42°) PRECAST 1412 2074 2715 3355 3997 4638 5279 4'-0' ( 481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6" ( 541 PRECAST 1083 1592 2084 2577 3069 3562 4055 5'-10'( 7Y7 PRECAST 831 1222 16W 1979 2357 2736 3114 6'-6" ( 78°) PRECAST 723 1097 1437IM 2f17 2457 2797 7'-6' ( 90' PRECAST 648 8636E 1249 1840 In 2135 2431 1,11 9'-4- ( 112') PRECAST 575 5711"1 9801492 1732 1972 10'-6 ( 126") PRECAST 514 4626n 7871336[ 1551 1786 1F-4-( 1361 PRECAST 474 404 5851213 1442 164512'-O'(1441PRECAST454367t4619tA109312991506ig13'-4°( 160-) PRECAST 402 398 515 736 908 1076 1247 14'-T ( 168°) PRECAST 388 6 285 (A)475 677 832 989 1145 17'-4'( 2087 PRECAST 253 208 336 j 476 585 693 803 U) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR, SEE GaIERAL NOTE NO. 4 PRWUCFRf-V] J5M ui wmMvws will, d,c Floli& NYilding Code Au ry, mnce No .. O$ fly Wltuni DoduU Co,4sW' ' q.44r AO4CRAIGPARAWOs0Pr, 7ONALV,.. 1#"1jjj46324OR 579 SEFFNMFL 33564 PL.P. E.UG_NQ.44766 M; [1 C CAST-CRETE 4", 6" & 12" UNTEL SAFE LOAD TABLES M"pltl6. U402 Malt SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS cMw4_-_ SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE i2US 12T0-2B ID'12-29 W10-28 12I -28 I2i24-26 12P26-26 12F32-29 S-6' (421 PRECAST 3428 5000 5838 1 7619 0352 11060 12755 14438 4'-0' (48') PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6' (54' PRECAST 2396 3464 5304 17519 9352 I MO 12755 14438 5'-10"(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 144N, 6'-6' (781 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 P-6' (90") PRECAST 1138 1628 2131 3218 4676 6756 9753 13524 9'-4- (1121 PRECAST 795 1216 11535 2230 3083 4167 5593 755 10'-0'(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4"(1361 PRECAST 518 945 1162 1649 2216 2893 3719 4746 12--0'(1441 PRECAST 458 878 1073 1513 2020 1 2617 3333 1 4206 13'-4-(160") PRECAST 359 767 or, 926 1294 1709 1 2188 2743 3409 14'-0-(168") PRECAST 321 720 865 1204 ISM2017 2451 3106 17'-4'(208')PRECAST N.R. 4510 of IW, 1141EM1428D, 1750E 2102 19'-4' (232") PRECAST H,R. 343 031,477 x 700 E 925E 1152 1380 1609P W THE MJAM Ri P7AWREM ARE i+F110ENF REMCrV S MR GRWE 40 RED AM Ravz SEE DONA& ROSE M 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4 Ai7 A{4'f SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE IN 120-2812RFTD- IN] t-W 129F18- 12M-2i IM28- 12BF34- 4'-4" (521 PRECAST 25M 2942 5468 7584 9640 1160 13679 15679 4'-6" (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 V-8" (68 PRECAST 1347 1441 3555 6395 9640 11669 13679 1567q 6-10'(70' PRECAST 1269 1758 3361 5954 93M 11669 13679 MAINE 6'-8" (80-) PRECAST 924 1430 2633 4415 W84 103q1. 1t1480qq 7'-6' 901 PRECAST 703 1203 2157 3494 5259 79229'-8' 116') PRECAST 389 843 14510 2157 3203 4427 SAFE LATERAL LOADS MR 47• DRFI:i1RT IIJ INfFI R C SA F LOAD PLF LENGTH —__ PE 12U8 12F8 RCMU S-6" (421 PRECAST 1295 4841 393l 481 PRECAST 1295 4841 299 4'-6' (54i PRECAST — 1049 3922 241 5'-1D"(701 PRECAST 681 2547 155; 6'-6' (Ar) PRECAST 579 2167 123 7'-8' (90') PRECAST 474 1771 914 9'-4' (I In PRECAST 355 1326 5806 10'-6'(126') PRECAST 306 1143 454p4 11'-4"(IW') PRECAST 278 1 1041 38 PRECAST 260 1 971 34 13'-4"(160') PRECAST 229 657 278 14'-0"(1681 PRECAST 216 809 251 17'-4"(208") PRESTRESSED N.R. 533 16 19'-4"(23n PRESTRESSED N.R. 534J 130, JCL VL1[1V4. RUIC iV LENGTH T7Pk12RU612RF6 RCMU 4'-4' (521 PRECAST 1295 3692 2581 4'-B". (541 PRECAST 1213 3458 207, 5'-8" (681 PRECAST 784 2236 16 5'-10"(70' PRECAST 747 2129 155 6'-8" (80') PRECAST 602 1716 117 7'-B' (901 PRECAST 504 1438 914E 9'-B' (1161 PRECAST 355 1 1011..W§ SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS ws!M9s SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPb 12F8-2i 12F,2-2f112F16-2T 12F20-2112T24-1T 12F28-2T 12F32-2T 3'-6- (42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" (48") PRECAST 23M 3721 4872 16023 7174 8325 9477 4'-6" (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 5'-10'(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 s'-6' (781 PRECAST 1444 2269 2-972 3675 4378 5081 5784 1 7'-6" (90-) PRECAST 1267 1717 IN3194 3806 4417 11 9'-4- (1121 PRECAST 1028 1171E 2006 2590 3087 3553 4019 10'-6'(1261 PRECAST 920 1, 147 1. 1512E 2281 2764 3209 3653 11'-4-(1361 PRECAST 85504 529 14D4E 1982 2441 29D2 3364 12'-0'(144') PRECAST 81410 753 1269 1798N 2201L, 2616 3032 13'-4'(160') PRECAST 678E 633 1057 1485 1828 2159 2513 14'-0-(16n PRECAST 622 D1 586E 974 m 1365,q 1679 1993 2309 1P-4'(208') PRECAST 434 427 695 964 1182 1402 1623 19'-4'(232j PRECAST 366 370E 693A 17 1002 1187 1372 11 1) THE Nte/BERS M PMEE4 WS6 ARE P XLM RFDMORS FOR WADE 40 FIELD AODEO RESM SEE EIEREP.AL ROTE IQ 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 Mi'f CINt'r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RFS-21 12AFIC-2 12RFI4- 18- 12022-2 12RF26- 128F.i0- 1 4'-4' (521 PRECAST 1626 26M 3746 4805 5867 6928 7969 4'-6" (541 PRECAST 1558 2582 3602 4623 560 6684 7684 5'-B' (68' PRECAST 1210 2042 2850 3B58 4456 5273 6081 5'-10'(70') PRECAST 1173 1984 1, 2769 3553 4338 5123 5908 6'-B- (801 PRECAST 10204 1538 2426 3114 3802 4489 5177 7'-6' (90' PRECAST 9D4 A 1226 2163 2776 3390 4003 j 4617E II67 PRECAST 703D 771 1472 2181 2653 3145 3528P- 4) THE hUMEPS 91 PARFIOHFSLS ME PVOD REDXnON4 KR - cc ur crvt n.ric o "' •• NA&Z Di PAM MESS ARE PER" REOOCWif FOR GRADE 40 FIELD ADDED RBNL SEE QEWPPL NOTE NO. 4 PRO q E N S ' 40 HELD ADDED OEM SEE OENEM NME NO, 4 T ,EVISFpw°"C c"' wi r, the Florila .447 WDUCFREIYISUD8aik!'_ A aoo f n_o821. +'d• 0u1 bwl.14-s rilh ax f%ida q+llxion Duto /8q:. T AE : 0MGPAFMWD Ado i I Howl ol :,Rlp'GC'` 6324CR 579 1,1mn1 me outl Coiuol`- SEE GENERAL NOTES -SHEET 1 OF 3 ," ONAL,;, fiLp NEUSER c-f o + CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES s, MION x' .. I.. F11E RWE D49N/-I4 OSAtN B!i JWl1R ARRAGo $CAEfi us, DIdE: 3/24 03 DIIECRLD Dh CARC PARRURI, P.E. -AEC. X0. 4E756 OR4YIMM0. 04012 S10E7 3 OF 3 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 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) ivw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 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 .rurisdiction AHn. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. KMIAMIDADEC UNTY p NOA No. 17-0821.19 Ex "? /'s iration Date: 05/21/2022 Oct /Zg jib 17 Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 91 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision 44 dated 04128198, sheet 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 07I30197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig.Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20195 for pre -stressing strand by The Crispin Company. 3. Mill Cert f ed Inspection Report #20-8345 dated 11113/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 0412.5196 for 43 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6 Mill Certified Inspection Report #58 A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106/96 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Cert f ed Inspection Report #84-1b1206.52 dated 04103/96 for #5 rebar by Birmingham Steel Corp. e my A. Malmr, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for• #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manualfor Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drcnving No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheet I of], prepared by Craig Parrino, P. E., dated June 7, 1996, revision 92 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables`, sheets 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 ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2,336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. QualitySystem Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002, 2. Cast - Crete Quality System Manual for Pre -stressed Products dated 2002. e my k Malcar, P.E., M,S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS L 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, F.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. 4 ,} 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. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P. E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated dune 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS L None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. d dLz--— - elmy A. Mai ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE 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 417-0227.15 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 ASTAII F,529-94 prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Alliami-Dade County Department ofRegulatory and Economic .Resources (RER). E. MATERIAL CERTIFICATION 1. None. 14 Cffeimy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/2112022 Approval Date: 09/28/ 2017 E - 6 H'GH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS Bill MoDtICTRrvtscD A6 amt IyID :.w11hR f 0rh s P200UCTRUKmWJ!D B0a 4 ca& h nc, Fimtda 0616RBC k AcagmKc 2 .i4 65 Z Ao Wu Vlolb of WKot/,t BY 8 L YRo'DSiC'!'RENEW-1 67—yiyivg"Uh 1h.I godi02 Cod. --tT' A.ctp d No 17 - i ^ T `Y/ 2" REDE6A 0001 U-UNTEE0• Rpr Ae I C M PAEC tT U- RITFI e" ppE67RF.4Fy lhUN1fL L TYPE "A" STIRRUPS jr{ 7/32"0 BAR "+ STIRRUPS 8 1 4" - B" L1N S S,)]RRUP DETAILS sass, Rs 7/32L0 6AR STRRL'PS TYPE, "8" STIRRUPS Y INT s 1.14" - a° LIMTEL$y STIRRRUPP FIAILS STRESSED U-LINTEL DA"f 2E Y CT wFL1328-M s Fr1N0 e IA O 542 1- 1 4-D 40 - 3-i 0. 40 8/71 32 w 1b - B - 9 1 -A' o-i58 R35 OAR 3 BAR t7- d o -.H o 19 0.176 713 1 -3, 7 32 SD R 21'-4" 0.134 707-0 7/31 W 20-2" D 0 3'-D Sl6" 10 0" 0,200 alliD 30 7/31 B7di 21'-10° B 0 e-to 3/D 10 M'-0 9. 1. DDS 7132 BAR D J ltFRliAl.'i•L"51;1•1 I ©miPJl t7 F$]i nCfi[E./1fL[2 1:1!'7E rr`r i! B d tIc milts©ria_ri Irrarral..sL rl r a 1 .in" y tF1 ,1L tEa1L.T.i 31'1!:'G rs"7tbl. i :i,]F G7iCI iilCaitsiC E rFr a!1!i.FFGr-a:g, . .JE7C m '• 6 Y L OIIGA fRBIR lus'A• OBRIHL D,; rF,A Yctrf u0as .et itl^ BtV1F0.Q vTM C p e } itpAcu Gtan: 017 RidR 22'y/s;4:L7,z,,/z7 l PRESAE ER MFi RE'NWROMO CAM r&Ml9 7I0N MLRIEL _ PRFceST U-LINTFL DATA T Er.•..c•'. 1fW27ii5rsi lilii/R.Ul•?.."Kld'--- r ad oc,rNEmM.a6rfIMBFAM adL3S3I![C CFi i.`3 iPl UMIML747djt4tlt=Td3[]ffAii7.i7 n3l7L i'J'i ltlLfiti'1.S.lF G2iFltf_SJ nla;t r a v l lvaAMs 7E 7T7.lT:l i7C]i Dt.:7FYf.I a tf itiCfll71Er7 F7 It1611ifclT.i:3fl S7iE Y on FROPIOETARY VIOLA11ot1 W PBDYIKD ION PAMM MPAOYAL. Ir A PMECTEA NY OOFYBTC9t LAW AND 0"Or BE 2SPNOO = ON BOL "Vm Y10HOQi THE POOR manN Qomw of wr-OREFE WA. W_ I. AFMfOROAB =IL-' 7/32 W AATU A3191 N• M 5. BD79k MU to7A1 XMM OF 6rin1W6 AND Is ZMAR alkut 0 AMU Asis, 7/16 A¢R BC00 m II CODN%0 s"ki Fagg chm MIAMER 2TWLB IONi{B.AWBN FNE1CDgRWa a F TOK l FOR MUM 3Nlm Awe M76. L cowpu2 slummm P.. s600 PX TOR Y Rovelm cm x3m mgm 2 FiiD pV6 gmusto 04=1 1'• . tw W rag All iADH puam s AM YRFFS. a 2 ro0B0s ar POL7PAaPT M SUM M 3, UWUL PRf6IAT4! IORCf 47D R fr• OAY0, OF cPNMM NIB K WED M UW OF PIMAELIEA UUM KM-WWO C&S 4.: 1RyPD U= PDELrmud 70 1pKt um. OR aA .w FO OM i Etyy,'• rgoTwcru,.v;sr:s7 jam(/ M iVMmi s o'dx44 W P1odd0 Uf/ Uaraa! o o3,ai y 1URRUAu6 y 76 Eo 1 CM(WARRMo }y 19`e ; M CR 570 MtERd af' 9 '•\ S\0 SMTNER, FL 315M. rr ` s/0A1A1_NCi•'' FL.P.Eur-No.44756 TALI CAST-CRETE B" LINTEL FABRICATSON DETAILS LOAD OR Ar= rMAXTIT 1 nenc KnR A° PPr[:AST R PRFSTRESSPD U-LNTEIB art>nennSrPe ocrTa L S.F La SAFE UPLIFT LOADS FOR 8" PRECAST PRESTRESSED U-LWTF1.S cwsr-aslnBe' SAFE LOAD -POUNDS PIER UNBAR FOOT TyT7B LENGTH us-W 8P8-19 BFIZ-OB AFI2-IB IFIS-0e 8Fi6-TB BF20-98 DFTA-IB S:N /8 6F24-1B tIPbB DB eF7e-1B 6F32 On 6F32-te 3'-6' (42 1 PRECAST7 2231 ! 30g9 3713 6193 BBW e164 9502 10951 3W 4603 M13 75tr... 974 10394 ltw9 h'-0' (4B) PRECAST 796E 2581 2751 3W 4D90 3961 7914 awl 2I93 4e05 6113 7547 61174 10394 tIB69 4'-6° (54) PRECAST 1599 INS 2110 2931 3753 457E 64W 6724 21tl 4376 t11S TEAT 6672 10 4 tBro 5-4" 6f PREw 4217 I349 1438 ISO 25BD 3i23 31 H6 4249 1663 3060 1 5385 7547 8733 10127 5-SO"(70'j PPEGST 1D82 Ii03 1173 1431 2D90 2549 JIM 3470 1451 2622 43W Y66 7185 B37E b'-8' (78) PRECAST BOB 1736 2177 3460 303) 3707 43B3 5041 1239 2177 3480 5361 93f41 t BA73 7'-6° (S07 PRECAST 743 loll 172E 2532 220E 2895 3t9t 3"s 100 Inn 204t 389E 501 N67 0'-4" (1121 PREWT ' SSM1 6" t1w vn 256I 34a6 281E 3302 lb2 124E so 2564 34 ffM 10'-•6"(1261 PRECAST r475 m 890 1247 2W3 27n Z163 263E 013 1052 15M 2093 vast 47b4 OR Il'-4"(136) PRECAST 362 Sa 9 1300 I046 2423 3727 IOD9 946 13s8 I816 2423 3121 4006 12'-0' t44 PRECAST 337 871 1254 19Bi- 2191 2W5 35R in 1254 16" 2193 280E 3592 1 T-4° (160 PRECAST 286 765 076 W 2316 288] r 7W f0T5 142E Ins l836 23fe 2887 PRECAST 279 7d9 f0D2 154E 1697 2127 2630 706 100'2 IM 1607 2127 WD An 1U1 MR Im MR wl 733 370 I= 2245 2317 21t2 15'-4'(18f') PRESTRESSED N.R. H 7711) 1225D VM 2D5e ZIi6 RTS t7 4' (2D8) PRES RESSED N R. M MR NB MR WA 9 300 548 250 1326 1W9 I 2D47 r 19'-4' (232') PRESTRESSED N.R. AB 23 5 420 760 1037 1282 151515y 171E 21'-4'(25e) PRESTRESSED N,R, M MR IM W 0 a Igo 340 098 845 1114 1359 1488 22'-V(2641 PRESTRESSED NR. 16 31 1t4i 316 550 704 tOt7 126E I799N 2f'-0"(2B8) PRESTOM N.R. t49 4IX IEl BR wt NR 1R 129 25D 450 t54 884 1092 1222 af,•—6p. SAFE LOAD PLF TYPE QLEPITH 8U8 8F8 RI MU 3'-6' (42°)- PRECAST 1025 7024 1598 4'-0' (48) PROW 765 763 1309 4'-6' •(54) PRECAST 592 591 1073 5`-4' (64) PRECAST 411 411 745 5'-10'(70) PRECAST 340 339 616 6'-6' (78) PRECAST 507 721 490 7'-6' (90) PRECAST 424 534 363 9'-4° (112) PRECAST 326 1512 230 10'-6' (1261 PRECAST 2a4 1 401 180 11'-4" (13D") PRECAST 260 452 154 12'-0'(144')PRECAST 244 402 137 13'-4' (1601 PRECAST 217 324 110 14'--0' (168") PRECAST 206 293 7 DO 14'-8'(176)PRESIRtW N.R. 284 91 15'-4'(184-)PRESIRESSED N.R. 259 83 17'-4" (208) PRESTRESSED N.R. 194 64 19'-e(232) PRESTRESSED N.R, 148 52 21'-4'(256')PRESTRESSED N.R. 125 42 J 22'-0"(2841 PRESTRESSED M.R. 116 40 24`-0` (2B8" j PRESTRESSED N.R 81 33 4(gy1+.R42tf4i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IS 8F6-2T aF 2- OM-2T Bi'16-1T SF18-0 6F20-lT 8F20-21' 6n4-)T 8F24-2T WB-•17 28-21' NM -IT aM-1r 3,- ({M1 PRECAST W59 MS 24 4394 52A3 OM70Di 150 2855 W4 4394 SW 6132 70M 4'-0' (48) PRECAST 1- 2305 3080 3815 53Tb 6079 13B5 2514 3060 3815 ISMSTB 6079 4'-6' (54) PRECAST 1207 2040 2707 3375 40t3 47I1 5379 12D7 2W 2707 3375 4043 4711 5379 5 -4" 64' PRECAST 1o16 17 2276 2a18 3399 396 4522 loin 1715 2275 2538 3S9 3961 4522 5'-10'(70) PRECAST 909 U67 208 M 3707{6, 360 4133 929 1607 2DW 2593 3107 3820 4f37 6'-B' (78) PRECAST d35 1407 2 2260g( 3251 37 g35 1407 1808 2329 2790 3251 5m 7'-6' (On PRECAST 727 loss I624 2025 2426 2W 3226 727 1221 N24 2025 2428 1 2827 327A 9'-4° (11T) PRECAST 9! 708 113E 1474 1815 2.167 750D 59) 862 131E 180 im 1 229f 1814 t0'-6"{126')PRFfAST 530 ob 916 ltso 1461 O3s 2011 SND W5 1180 id 1471 Id 17b3 ad 1 234E li'-4"(13C) PRECAST 474 504 SWM Wad 1513oA 1753 pno 491 607 104214 1S12 w lV74joh Im mal Isoml 21e7 12'-O'(144) PRECAST nou° 724 93B n 3ra Isfis 41D S50 SW 1702 1560wj i81 207E 13 -4" 1 P CAST W 3$6 W7 7ffi W4 1143 ism 424. 4W 700 ill% 141drA 16WO 1867 14' 0 (166) PRECAST 384 358 5Bo 724 I9 1054 122D 410 425 M IWA 1391,bi1662 1307 14 _ V (176") PRESTRESSED 2W 334 gg 5.O bd 672 ml us W 976 tt3t 240 395 W Id 980 ml 1303rd 1516ts iT34gj 15'- 4'(189') PRESTRESSED 224 313 Ogg 627 7W 917 1054 2w 38H 61g j 008 cW 12404 1400ftl I66B 17'- 4'(20B) PRESTRESSED 192 W6 so 740 A lws 191 f473 10'- 4'(232) PRESTRESSED 152 220 348 1 447 647 647 74749 166 203 0 B4t 1059 12D 21'- 4- (256 jPRESTRESSED 1n W4307 E a934Ao 6% 142 232 373 W7 Id 721 nd W5 ml 1043 22'- D' (264") PRESTRESSED t A 1 7 2Ya 379 462 5A6 , w 137 221 358 5/3 9W 853 Of 24'- D ((2B8) mmfiESSEO 124 179 267 492 f24 202 319 d55 e0e 8 w876876 U) THE NUMBERS EN PAREMHE5IS ARE PERCENT REDUCTIONS FOR GRADE 40 SEE GENERAL NOTE NO. 18 ON StffET 3 OF 3. 1) 1K. +P/IRENn FIELD ADDED REBAR. SEE GENERA. NOTE NO. 4 ON SWET 3 OF 3. PRmurrr RF. 2i2WED WB>1 n..ukh4"G DEN••'• PRODilCr A37V(StD n¢ aanplf' r'B +4 Ih tlu Fbti4o as covcT7vLl eri h 9teYAa368 Bo k OU PA 06 4rey"O' e 6p; IV.+ 41uif8ag ( 1, w Auq,tance l0o Z ) 4' AMrnt too 0227-/5 Emir 'oe Darc.J 2o2"b 67 fro r. o''` von Wto1JMtanf 0 NfRAL NOTES - SHEET 3 OF 3 O.C:o_••. .\G' w a S15 A. RE PERG[NI MU1h:1tUM KAI b1tWt 4V XNERAL NbTE N0. 4 ON SHEET 3 OF 3. PRWUCrRAM8DD b oomyfY 61v46D,o 61oNdo F1YnSg74b8e CRACPAPFlINO 6324C8679 SEFFNEP, R. 33684 NI e4'('aTi j" FL RELIC. N0,44768 8" LINTEL FABRICATION DETAILS B GAFF. r.RAvn"Y LOADS FOR all PRECAST wl2" RECESS DOOR U-UNTELS 4-0--el SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH 8" mlFo--9e mFlo- 61F14- aria-o9 e6r72 6BF26-0e 61 30- owls -le MK-10 ww-lb wits-i mi-1 stru-so mho- 4'-4' {527 PRECAST 1635 1749 3%6 32W 430 3421 ! 5193 7w 1801 36B9 5206 6839 a060 0479 10303 4'-fill 54 PRECAST t494 1506 3063 29S2 3966 4946 924 99D4 4750 3899 5206 6639 808e 479 10893 8' (6B"} PRECAST 866 so 1770 1716 2277 2339 3402 J966 ik07 2491 4567 9389 006 7917 9311 ib 5'-16'(70) PRECAST 810 859 IS" 1600 2124 2648 3174 3700 1113 2342 4242 6&Miw W60od 7402 I BM b-8a (Be) PRECAST --- 797 9D1 1825 3120 5046 7747 9445 7390 901 1825 312D 5048 7216 947 IIDB 7 -fill (90") PRECAST 669 755 1480 21b9 3770 5743 7239 6813 755 149D U59 377E 5743 1080 9'-8" (iIEr) PRECAST 411 466 099 1508 2253 3129 4081 3140 520 999 ISB6 2253 3122 4f50 569k i) THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRACE 40 FED ADM REBAR. SEE CENERAL NOTE NO, 4 CFNFRM NOTES K LATERAL LOADS FOR A^ 9RPf>9R2"d')- 46Ff:Ff.A TIMM IIA ItlTFI A C, ale SAFE LOAD Ply LENGTHTYPE 81106 8RF6 RCMU 4'- 4l (52') PRECAST 758 757 1164 4'4' (541 PRECAST 694 693 1073 T-8' (881 PRECAST 408 407 655 5-10'(70') PRECAST 362 381 616 6'-8" (801 PRECAST 595 786 464 7'4' (Silo) PRECAST 609 674 363 9'- a (116") PRECAST 370 490 214 4 SEE GENERAL NOTE 18 12) CNkk are te.mfmY+N ddh b-1/2' b" mkt. d lb. e•d. b e 'w. ver0wl rdl raldw rtny wd 4rworq. fa p, "o'. a gem ppe Feoaare b SfDO C St orl I5, T6e ..I Mx s df aC irs4ir trl•46 to a4dar cnaar Kem 7 n1b tlm9 iwv a ceaip el dorm V(La0 W amrdaw dU ASf9 C !D6 a o0C l9Wored w169mhbg6 tv rtlaYaaa cm mmp dr opL* - MM PetroW9r? ASSS1 "i9 a.0 60 14) LWrh loaded >o9P.wtwall' e6T vdocd .fir w fit) and Ao6pid Qdrm, bo4 +EaY! be bw1d Iw 16e be q .95 Re foamN9 gratwe p.nknoo9 skoed 9auu ASd A410 h.:• 2f0 IN +d XAM aewbr pw A5761 C27D Tpe Y w S ApFW ndkd lead _} -- 00W S ID 2) Aa eda bod sv muC n! oi•mdn 4 lot 0yak•1 b_kv. F>aea9ala s.{o leads 1., 6u0 1pe 912 and 99fH0I166 malt 60 2"A if bra4y kA % is I Ihao dare n2W loud 5d• k"hmld bod - 10) Far mmpedr W 6dgW ml AOM — ee6 Toad lro soil k. WEN 4ba. BedgA IW Fm k4d 4a911rt pot Am im s h bod kem and b.PA Lqq *-1 5) Pradde kd XWW need am 106 Ief.G 17) 3* leads — Vwk v..a e9earo61 leads, 4) Tu sambas 1. pmepbb 7edip•In lb. peread r.Wtka fm gmde N EWA •ddaC eAac 18) Sob kode based m rdiead dalpa emtfs Ter ACI 5M •ad AP Ste I,, 7'-6 t932-19 ao4 9raSy load on C4 a/ 1SL ndup8od 4 64T2 l 5 - 5501 W if) AW.W kteml bod erpaals cpl Ao mki"d art ike r 17 pa ng odoSlbW r.W-w marrah ma+aiy rin6a QtCDiI) oEma lM AUN boost 6) 70 Wok mul er eauei 1h60 dapee9el Fui91Ym Prsakwf Aeta1 l e 8r8 R`-4' .M • ,.I asceeb t11. daWalir. Use k 6dbi b «e0w t tN dhrida 90deq asmlpiyueg q7L •bt Flow Code SeeGm 1664.11 or a 3.d6io8 Cape 4) si— NEW hew w .0"0. dupmw.e tYo -0 21- 7) Dm T7 nbw my b aWamw lar W 15 rob— G IAta 8) tmr p/aRealnmi al WA mad caoPAA rib tb -w..Md Dyaed/u drw40 dwwAWA. ducdC,w 23 tM drdgaar am7 arelwb m• www kede kam the m/e Imo 1414ee by Wa4e9•p 6m rmdue•D naYfal m011i4d and day d d-a.oy 1;0o pe lore d aappw6 10) BA - Rol 0ded i1) 8dbm 9014 .4d rd"r b be kaeled d Da ldiwa d It- I" —tj, 1/2• am i1 4 —•_ m=moo SEE SAFE 00fRAL 10AO TABLES FOR 1:OM IIJUM WURSE 15 RESM 0 or GR60 SAFE UPLIFT LOADS FOR S" PRECASTw/ 2" RECESS DOOR U•LINTELS tw1Rr 64R61B SAFE LOAD - POUNDS PER LINE A)2 FOOT TYPE LENGTH LVII-IT jW1041 BRF14-I B-1 1 BRF26- BRF30-11 6BF8-21 0 81014-2 aRF10-21810'22- M26-1T 6BF311-21 4'-4'. (52°} PRECAST 9aS 108 2SB2 XW 3751 4445 6140 965 7869 2M2 O58 3751 4445 5140 4'-fill (54') PRECAST 807 18D4 2272 2930 3601 4275 4943 067 16W 2272 2939 3601 4275 4943 5'-v (6B-) PRECAST 675 1299 1797 232E 2854 3392 3211 875 rm 1797 2325 28S4 3182 1 3911 T-10-(70) PRECAST ass 12p1 1746, 2280 p 277,16 3MM 2M ta 655 1233 1749 2259 2773 3296 1799 6-8" (8D') PRECAST 5T0 9N t 2879 3220 570 IMD ism679 3M 7'-fill (90") PRECAST 742 1394695Q 209 606 838 13042687MUM 2188 9'-6" (116) PRECAST t8592180 018 2MI f) THE NUMBERS N PNOMiESIS ARE PERCENT REDUCTIONS FOR OM 40 T119 ADDED REHAB. SEE OFNEi& NOTE NO. 4 TYPE DESIGNATION f'od-YH 8F8 bm rF-TUTSmw=/0-t4m1 o I Ml7T OF 15 013N4.RFaD> Iran MY 8F16--1 B/1 T RowiK will -I J L'DDA , OF T5 RORWAL ROGD - wsm AT Till, t5 $04 Ar W ift (f) R1Ab h_ ji i t-Ili' QUA Ar, r e• ry: f. Lfa jr •. tliR. 5 REM AT tolm e • r'.: e PRODOCTIiCv1SEU m • ar I98A cvw gF32 BF28 4 fFf i4taf• asa 1 7 J 8'1CPA WTM pI1BEDft011RBEL peaAs) 44 44`{'•''' EN ''• 0Banding Cock 8' ROWA "m atylm` o?1°Z0) rpne2 L2 P RODUCFStBY1SQU6.44 O OF Dad u Cnrnm+ Aeoep 7 -GZ CHAIOPARRINO 07$ RVO 8EF6324CR578 FF«RR R 89584 +Ci cwrlm r rr.1:6 i.>ti'idrt ri:6 ire lv r rear. 1fIQlii :t:.+r1ce nru v r 'y . ,l „ AST—CRETE 5" LINTEL FA13RICATION DETAILS roger, t YitT c3ra;t ar`t[4rt4 1I\ reT]9`T1•C utI_I 1 • WAVAAAl 1c:N.rt.[mrkf.Tara 60,mc6r 6kr.66 cr c'r• ENNIMNEINhk MIAMhDADE 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE_(ND Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 MIAMI-DADS COUNTY PRODUCT CQNTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315.2599 wwFv.miamidade,eav/economy 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 A14J (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. F.D4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: .Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. N]ADE COUNTY NOA No. I7-0821.18 MIA 1. `' Expiration Date: 09/11/2018 FAURKWUr Approval Date: 09/28/2017 09 / 7- 9/1L1/7 Page I Cast -Crete USA, Inc. ..... -- NOTICENOTICE 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], 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 #I dated April 28, 2003 both drawings signed and sealed by Craig Parrino, RE, 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. 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, PE. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. L- elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated Allarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by Craig.Parrino, P.E., dated March 24, 2003, last revision dated Allarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated February 63, 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 Alliam.i-Dade County Department of Regulatory and Economic Resow-ces (RER). E. MATERIAL CERTIFICATIONS 1. None. C.-el-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-Z Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # Id-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe .Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER. 1. Letter from Cast -Crete USA, Inc., dated 0811912014 signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Cy Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E - 3 gi= M7,®® HIGH TSTRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 1YPE "S" TYPE "A" ST1BF 5" -C' SPACM Jam£ 5' r--• 1 =- "A" 80TT021 STEEL LENGTH . 6" 12" PRECAST LINTEL RE,NFORGSNG GAGE FABRICATION MODEL 42• DRECA31 tL•IWTR 14' .pECAST l eriks aT01[ 11-LDrrR c• Pa£ .+;ram t' w tr"fit} ' Sir SD • 116/' II S t' ifrc 'Ys _ y` I Ygaun MII tp 3 as iwwtp aao pn 7 il'1> a/> , mY W AWw•— 1/J>' >U aluNs 1RRrPf DY A n e - r raau I aiiWNlp A> ..iRunm p° n " A u iDl , n Y > OY 1>IP D•Iwl s,mRw3 r p arR m attlri] .14 7 1 E S 4• 1 I. 7/I> t 314, 7 16 fC•__•tpens snRiur OCJ1L4 ` i ,i.I. !f° PRECASt U-L-S I EL 7 Pfl l< 9S 1:-L7EL 12p 1f-IMTEL 4"SOLID LINTEL nATA TABIF 1E3imsairrarur.•r 6" PRECAST U-LINTEL DATA TABLE Ma N aivai•-IM .a. qua rstar a¢ive?m,q tvvl- IliM MRMuLmsKEFER rar•>an/s+IT taco; R'.dSil[i.T7F[SiS...:ltii3T•9r2IZ.:1!$'iCL 9=7 f1Qy0F,r'J[t7L>i F>Si[:L'TJO tC>s7[:7..t..J FZ11:.3iF4S3f c.L.L`: 0 a rElrr•,.a t7rF L] rTt IML-iOMEMO 12" PRECAST U-LINTEL DATA TABLE r>L"iQ i5Q2[S'SF7t{3 r:>•LfOiYri CrA7 QB'i L:jsr r]rur C i 474/.li>• ramll 3 r Tnr.::arrs.e ne s ui.: Ir1' t[[ri:u.flai'Jrtle TF7 vrrmE a:ioEiQyo rsmlisar tTi li Fiif.CrirFL:,161 i l.-.7rr>a>slr.a.s:.::rt•1 r,rrll t5 `;•":k7Ci0. 61C[:iP7Eii![if.. fiisilmFEMI JQ3GSir o F7Giv 0 RrG i1L7[ES/iFlr.3-J ET'aiAiill[:i[.L.+JEFi i[2L1::FEG ECSt! or na::srksA>:::tu:cyrrt.:sucrytt AYLS-Ir THIS PRWWART W M WPN n PRDi1DN M PRDDUI:T APPROVAL, V H PIATEMED 11 OPYd W LASS AM 011SIWT M RUAODODEO OR NSEwtUTED wmtm THE OR= XIrREN CORWIT cAu-CRM iS& M I. twT%mo m,, r/>t w A u MIDI />. /R. ARD /> RaLI A. t1AIP]It STMON, E MO 12 " OR" 10M P7r oMY iD A m Nlt >. NDIO 1R[ 7— Rm ,R D! f11MUK R[ppwD aJR COKOaD "AD11D L DOR M S7RLM111A r.. s•aD lA IDD A[L > Doi AP u Wm rx. G.N TRO OI w, RNDW WRO ow, m mmm - ". D! DmfALGs1UR6TS; h . 3PA m 4 Itm awns, IIIUI , "I m" "I" rAtwERrA RO>A .Ro70' tbmu nrA SNAti tC CUf RAG[ aT b" 10 Ic ry m 9m1 AID. 1 tDRRM rADY dd1 hq. m P a1P I! tilA llriAf AAY Aw)M rRON A" 1• t I: a •: easturr rlwvctrvtto ACiiF tFJ:3:JG6iii/Fiill.:t[r7Ala l] Cyt1L1/lL'}:frSE1•r 7,.1..Ir Y.vCYf.J VIA v vt t1• • LIG51!$[ iCSIdI9:aEt]L.i"J iNc[t,i.^.dfi ct:+neirEcvr7;7:,rr P:zi.:it.aric E nT [•rR s rdas314; ar0ur7E77fi77rEit] ric r-crc>l/nc mn:ti R' iC4i 9i F3 f" .L::1f [iLi[r1Y,Li^.i unO j YH PAOfiIJCT RI•VI5LD s nscuu+Diyirtp xrth pro Ftori DEN O r fivitCin9 CDpD Aeco7 a,ec ND 1 0 2I. /g PmonurT Nt visno 4v RuD nq N / arrcr p,IrDewdd, 8wpµof¢-U o3 °3 T OF I5'% q CRAIG PARPoNO 0 R 1 • G 6324 CR 679 INA ENt,,t' SEFFNER FL q3W rrlEutwFL. RE, UC.N0.447W UL, PRECAST AND PRESTRESSED LINTEL DETAILS RZ Kw; 1D4la AS LHOAB DNB 3/24%E CIruKED !hl rJ.Ai /ARI[I0, M1C 0.UWMFOU12 smu.. 1 o GENERAL NOTES I) YotedaM 1'c 4' prenal hw 3000 pd ra s IT d rWd - cooD psf acu m"nnr'(a°csoW`°9mwne''' WAR 15 I `goo p at PV ASIU CZ ode b0mortarperASImC279typeL or 5 2) AN wb bad ta6W bond on mWmm 4 Ins D*Rdwt barring. EgamlLw Sate loads for FmW s U L 2ua -A IM* mat bs redaN by 20/. N b*ain9 Myth 1. 1— Gan 5 1/2 t•cim 3) Now& kR at lar bed ad food j." 4) it. rnmbv in pmntlresb indKdes lbs PVWA f$detba fr grads 40 Faro .geed rear. 1Y-4• l; 1=4-218 *d yym* oad = 14aeun s/ 1/11 tedKGan + 1'Zo b6) _ 1228 pU 5) A4 Sdrh meet ar cued dpbs6mr FiS91hZ tbtd for 8 16D I -4• $longerWedsoros o t/1W delfe:OoCsignIeo4.3aIdamu. F odda sC wq d) Shorn ad blob a r.**. . 7) 4• sdi Edda to b* imldd +/ a amsrmw balwntd -Rd o• ammsae .uHw. a) Int 0 w/owdenat d load mot am Py edh tan —lit-wrol ad/a ntrvctual daomo•I*. 9) TM design• may cwko;n a An .W hods loon: 5. mile kd tams b7 odmta6ag 0m mo:nm 1.4* moment ad star atd-•way from m. tea a eaPprL 12) r d 12• tlibb mo-Adalwsd sdti 5-1/2' " n.M., d kb. o ds to Wmmdab -%-A ad '.W." W go 13) SYe d iq arrwe nl rmlds tosbld I. *sG+tr windn •d)s drd Yore o aown9 d akr appi'ed b arsardmra ddA AiN C Z6 appmed 0.4119• 14) Ilrbb WkG bob siwdd a ahakdd ra ei•paaxousy wbh rMied (q vnlf' or epWt) and 5araonli Ooiaol) a. arrl*iw bo6'9 ,mY w r.o,,;v e Appbd xr9arol load + Ap w W-W rand S IM Sol* vuti d Iwd $de Aodxonld bad 16) Fw aomladte f4l hcZgM14 nd riwtq wn mh Iad lmm OVA bar bdiM sbmm. 16) For Weil W*t• Rat *W k',— wf. tool I— next I.WL bn4En Rtw M 3op boas am sapehnpaed WoeWe bad& 18) Sal* lode baud •a miimW d sipi m*-I- per AO 5W old A(3 318, 12) Addaend kbrd toed mped4r cm to ooQQRobed the wspnv ey praddYq oddHbnd rdnlowwd mnude mosamy onle (RCW) abort IM 6deL Sen aMeleY bsbm i SEE WE LATERAL LOAD TABLES FOR LOAD RAW 1, FOR EACH ADDITIONAL R04FOWED CIW (RUU) FULL COURSE 1/2' Ci.R 75P 5 MAR FOR 5' LWELS 2) 15 REBAR FOR W UNTELS OR40 or GRBO i'•'1; SAFE LOADS FOR 4" SOLID LINTELS l-44"a I GRAVITY TYPE LENGTH 4S$ 3'- fi- (42-) PRECAST 1180 4'- 0- (48') PRECAST 959 4'- 6- (541 PRECAST 789 5'- 10'(701 PRECAST 480 6'- C (78') PRECAST 360_ 7'- 6- (901 PRECAST 260 9'- 4' (1In PRECAST 156 10'- 6'(12C) PRECAST 116 12U8 Cpfctn 4s•rdt fUPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6' (42' PRECAST 687 371 4'- D- (481 PRECAST 597 320 V- 6' (541 PRECAST 529 258 5'- 10'(701 PRECAST 407 148 6'- 6' (78') PRECAST 386 118 7'- 6- (90" PRECAST 280 87 9'- 4- (112) PRECAST 187 55 10'- r (1261 PRECAST 152 43 12F8 121`12 12F16 Raj 4LR. m tent Rated .• - I i) Wtom AW added near to W bWW at W bollom d lb$ iota raPdy _... ' i .• ! i' irk PRODUC71tEvisso 6U8 6F8 6F12 6F16 '"%•'•'• i. 1 v!, • • Hs9ie Gan Dol.'rn 2p18 U : < _ _ ?=,:•.,' e . fo: TYPE DESIGNATION , H • • I • • ., zi1;; 1; r r -rum rs• tam / D .:*rum I aOmfYd /s sa*eN ', .••. ..- r•S; n.'r'.`.:' :•, :.fif n. _ —.•' mltmt ar (A7a dAm' • • rt !` w?•^ . 12F16- 2B/2T r.- wn Rom MR Yfstored 4S8 12F28 12F24 12F20 MRW n ''' i ' %• b nmar u ten ^ ,. +i?;' •• `, n ' ': DR MRE-r Mvish7? bx pp rswrm ra mums F - ' • m -`aA i "th lha Ptor?da J DID wtts t.. S' (r:'' • "J • ST T • 74' Buttdi,*Codc i s ncrtA to " AARiNO A6 inca h' • •`e• • • ' CRAIGP Wamallo 4-0 0 c? 1. 2'ROUM WMH i< R10 , 8324 CR 679 6F32 6F28 6F24 6F2D r,r"ts/1AihL 1,0 `i-'+. 5. ER Rom` I i a 7 r i Ante j' Not Byl 766 CAST- CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES mucoo" P GDWI95-1f WIM IN. AM m" SCMi MIE: 3 4/OS I CHECKED Gy: =0 MNiW10 M - REC = 44756 PLOW. N0, LT4612 SHEET I N 3 SAFE GRAVITY LOADS FOR 6" PRECAST U"LINTELS Ana SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 60 6F8-16 6F12-1B 6F16-10 BFZD-10 W24-18 5F28-1 61732-19 S-6" (42') PRECAST 2332 2676 3892 5050 6148 7227 18297 9357 4'-0" (45 PRECAST 2025 2313 3892 5M 6148 7227 8297 9357 4'-6' (541 PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10" (70") PRECAST 1067 1260 _ 2198 3557 5734 7227 8297to 8225 6'-6' (78) PRECAST 949 1078 1831 2850 4328 6737 8297 9357 7'-6" (901 PRECAST 779 SW 1459 2188 3151 4524 6654 9357 9'-4' (112') PRECAST 584 660 1056 1523 2084 2795 3731 5D17 10'-6'(126") PRECAST 503 566 895 1270 1705 2236 2898 3747 I1'-4%1361 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0%144' PRECAST 425 477 744 1042 1377 1769 2238 260E 13'-4"(166) PRECAST 373 417 64B 895 1171) 1485 1852 2285 14'-O'(1W) PRECAST 351 392 6D5 83.5 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 985 119B 1437 714E NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RFBAR. SEE GENERAL NOTE 140. 4 SEE GENERAL NOTES — SHEET 1 OF 3 J } SAFE LATERAL LOADS FOR V PRECAV U.LINTELS C/M„ m-I SAFE LOAD PLF LENGTH TYPE BUB BF8 R sNU 3'-6' (421 PRECAST 587 1055 596 4'--C' (48) PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 5'-10'(701 PRECAST 3DO 350 198 6'-6' (78') PRECAST 253 498 157 7'-6' (90') PRECAST 222 367 116 9'-4" (1121 PRECAST 173 352 74 10'-6'(126') PRECAST 151 276 58 1 V-4' (1361 PRECAST ` 139 311 49 l2'-0'(144`) PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-O'(168-) PRECAST Ill 202 32 17'-4'(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE )6 a SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS W1.4— SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 6T8-1T 6F12-IT 6F16-17 OF20-IT 6F24-IT 6F28-1T 6F32-IT Y-6' (421 PRECAST 1412 2074 2715 3356 3997 46M 5279 4'-0" (401 PRECAST 1225 18DO 2357 2913 3470 4027 4583 4'-6" (541 PRECAST I(W 169Z 2084 2577 3069 3562 4055 5'-10'(701 PRECAST 831 1222 1500 1979 2357 2736 3114 V-6" (78' PRECAST 723 1097 1437N 1777 2117 2457 2797 7'-6" (90' PRECAST 648 863, 1249P 1544 01 1840 IQ2135 to 2431 9'-4- (112' PRECAST 575 57102) 980 1252 1492 17-12 1872 16-6'(1281 PRECAST 514 4621» 787 1121 1336 1551 1786 ll'-4%136") PRECAST 474 404. US 985 to 1213 I14+2j 1645 tv IX-O'(IW) PRECAST 454 367114 6192 888 M 1093 1299,J1506 13'-4'(160') PRECAST 3081i 516 738 906 1076 1247 14'-O'(168 PRECAST 402 36B 2B5 475 677 832 969 1145 11-4'(2081 PRECAST 253 o. 208 338 476 565 693 803 U) THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FDR GRADE 40 FIELD ADDED REM. SEE GENERAL NOTE NO. 4 9P0DL CTR5VjSM m -44i42 1111119- FkMda stnDe;, caaa Auquancc No Z O Z i. )B i 'nA 1)aIC i8 gl' Co of q. 4 ODUOTRuvis.Rp g"1A1Lo FloridaAeCnwo F R=Lw.o 03.07 p F- CRA1G PARNNO @ Gip` 6324 CH $79 078grjc, 1.6"`°r 4h "1Z.,__ S70NAl- ;;0 grFNERJFL 35B444"mue 4 FL.PE_t)CNDA4756 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FU tUNL• DBSlMO•tA Om" Wt :OHAN ABNNNI Sma N.I.S. DATE: 3/24163 CNFCSCO BY. SFAI6 PAAW10, P.C. - ACC. O0, 44M OBAMS8480. C14612 WCT 2 OF S SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT PE LENGTH 12UB 12F8-2B 12F12-20 t2E16-2 72F20-29 Iff14-26 12F28-2B 12F32-2B 3'-6" (421 PRECAST 3428 5000 5838 7619 9352 11060 12755 1443E 4'-0" (481 PRECAST 2923 14232 5838 7819 9352 11,060 12755 14438 4'-6- (54-) PRECAST 2396 13464 5304 7619 19352 11060 12755 144M 5'-10"(70) PRECAST 1612 2320 3218 5234 8487 11060 12755 14431, 6'-6" (781 PRECAST 1383 1986 2679 4196 6421 144M 7'-6- (901 PRECAST 1138 1628 2131 3218 4676 13521} 9'-4- 112') FRECAST 795 1216 1535 2230 3083 75510'4'(126') PRECAST 614 1043 1295 1853 2516 t8756i 1563211'-4'(1361 PRECAST 518 945 1162 1649 2216 474b12'-0"(1441 PRECAST 456 878 1073 1513 2020 4206 ts IY-4'(1601 PRECAST 359 767 . 926 1294 I I709 2188 12743 3409 14'-O'(168')PRECAST 321 720p 855 1204 1584 2017 12451 31061 17'-4" (2081 PRECAST N.R. 451 p 631 0, 8817 1141p, 1428M 1750 21020 19'-4" (232) PRECAST N.R. 34 OO 477 p, 700,1 925 DO, 1152p, 13Wl 1809p, IHE TA WERS IN PARENIHF56 ARE PERCENT REDDCI]MG FOR GUM 40 MD ADDED MAIL SEE GEWR& NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS 4 MMIJ:AM SAFE LOAD, POUNDS PER LINEAR FOOT LENGTH TYPE 12FW6 120-2B 12BFta 1218'14- 12RTI8- 128T22- 12026- 12RF30- 4'-4' (521 PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6' (54') PRECAST 2740 5468 7584 9640 11669 13679 15679 5'-B' (68') PRECAST 1259 1841 3555 6395 9640 11%9 13579 1567%, 5'-10'(701 PRECAST 1758 3361 5954 9358 11669 13579 1567 6'-B' (80') PRECAST 924 1430 2633 4415 6884 10354,E 125 14804 7'-6' (90") PRECAST 703 1203 2157 3494 5259 1 7922 9623M 113 9'-8" (IIS-)PRECAST 389 843 1451 p 2157 3203 4 4427, 5417 6380 J) THE tfUaM RI PAIDNDIE% ARE PERMS RFDIII-TID4 FOR GIODE 40 F&D ADDED REBIL SEE GENERA_ NOTE NO. 4 SAFE LATERAL LOADS MR 19- PRFrnsT IIJ DJTFI R SAFELOAD PLF LENGTH TYPE 12US 12FB RCMU 3W ( 42") PRECAST 1295 4841 393 , 4'- 0' (481 PRECAST 1295 4841 2994' 4'- 6' (541 PRECAET - - -- 1049 3922 2417 5'- 10" (701 PRECAST 681 2547 155 6'- 6" (76) PRECAST 579 2167 123 7-- 8' (901 PRECAST 474 1771 914, 9'- 4" (1121 PRECAST 355 1326 580,4 10'- 6-(M2 PRECAST 306 11143 454R4 PRECAST 278 1041 388 12'- W(144^) PRECAST 260 971 345 13'- 4" (1601 PRECAST 229 857 278 14'- 0"(16n PRECAST 216 809 251 17'- 4'(2081 PRESTRESSED N.R, 633 16 19'- 4'(2321 PRESTRESSED N.R. 534 130p ZL , rflIFAV4. r lc 10 SAFE LATERAL LOADS FOR 49- PprrwnT"t 9- RFRFRR mnno I W INTPI R 4 AD 147> t—faSAM LO PLFLENGTH TYPE 12RU 12RF6 RCMU 4'- 4" (521 PRECAST 1295 3692 258 4'- B". (541 PRECAST 1213 3458 2417 5'- 8" (681 PRECAST 784 2236 165 5'- 10'(701 PRECAST 747 2129 155 V- 8" (BO) PRECAST 602 1716 117 - 7'- 6" (901 PRECAST 504 1438 914pry 91- 8" (1161 PRECAST 355 1011+ 9 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS m o"m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12FE-21 12F12-2T 1516-21 12F2D-V 12F24-IT 2F28-2T 12F32-2T 3'- 6' (421 PRECAST 2752 14287 5613 6938 8264 9589 10915 4'- 0' (481 PRECAST 23W 3721 4872 15W 7174 8325 9477 4'- 6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 6- 10(7D1 PRECAST 1623 2527 3310 4092 4875 5656 5441 6'- 6" (78') PRECAST 1444 2269oo 2972 A 3675 4378 5061 5784 7'- 6" (90') PRECAST 12670 1767,,l 2583,3194 38D6 ml 4417 5028 9'- 4' (1121 PRECAST 1D28 1171p 2006 2590 3087 X13. 4079 10'- 6"(1261 PRECAST 920 141 1112 2211 2764. 32091 3653 11'- 4'(136' PRECAST 856 , 829, 1404t 1982 2441 2902(91 3384 11 12'- 0"(1441 PRECAST 814 753 1269 1788 2201 2616 3032 13'- 4.(M-) PRECAST 678110 633, 1057W 1485 18261 2169 2513 1. 14-- 0'(168') PRECAST 622 586,.j 974 1365 1679pa 199A2309, I7'- 4"(208) PRECAST 434 427 695 964p, t182 14019'-4"(232) PRECAST 366 3701 p 593 817 ID02p 118 1) 7HE NUNREAS IN PAAENINE515 ARE PEICiNI ftWJ:TWNS fW CPADE 40 MD ADDED REBAR. SEE OENFPAL RM K 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS O4I1< .*"= SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPe 12M-ff 12RF10- 12RF14-2132NIO-2 12RFt2- 28T2 1612100-21 4'-- 4- (521 PRECAST 1626 2685 3746 48DS 6867 6928 7989 4'- 6' (541 PRECtiT 1558 2582 3602 4623 5543 8564 7684 5'- 8' (681 PRECAST 1210 2042 285G 3sse 4466 5273 6081 V- 10'(701 PRECAST 1173 1984 2769 13553 43M 5123 5908 6'- B" (801 PRECAST 1020 1538 2426 3114 38D2 4489 5177 7'- 6' (901 PRECAST 904 1226 2163 2776 3390 j 4003 4817 9) 76" (i16') PRECAST 703 pl,771 1472 2181 2663 3145 3628 SEE GENERAL NOTE 18 ++, NDAIBFRS IN PAIIEN9iEM ARE PEA RMJCINNS FUR GC'° • • • ENS ' , 4D nI D ADDED KIM SEE CQUAt. NODE NO, 4 P& ODUCT' RE Eb i , eulMAR Cy°'„'141N rra;d, 447 A rr atalDtnl o ` 51(. CWGPARMO R 6824CR579 SEE GENERAL NOTES - SHEET 1 OF 3 'rr;N...3"s ' k pE NE, M OF mwCAST—CRETE 4", 6" lxE twTD oRsue7-u DAArR ar: 1alA moDumtrvtsw 22 wroNA"s wtm U" rtul;d3 imIoi9g Code 0-- ImNo 14-0lj o 3,03 13tapiuylou1}Ac p /f a/' / 8 cl 12" LINTEL SAFE LOAD TABLES1 r — r— r-- w ICJC49m= I MR- 37z41OF I mCAEO or, CRAIG PARROD, PE - RED. 1 D 447M i DRABRIC ND. U012 SKEET 3 OF 31 MIAMI•UADE MIAMI-DADE COUNTY WAUUM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Bog 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated ,Tune 12, 2014, signed and sealed by Craig Parrino, P.R, on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. NOA No. 17-0821.I9 MIAM •DADE COON k""i'') f / /l 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 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision 41 dated 11108196, sheet I of], and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/17196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company, 4. Mill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02/29/96for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01/28196 for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report #84-M20749 dated 04105/96 for #5 rebar by Birmingham Steel Corp. 8. .Mill Certified Inspection Report #84-M19805 dated 03/06196 far #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103/96 for #5 rebar by Birmingham Steel Corp. ffefimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. 11ill Certified Inspection Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196, 13. Quality Control Manual for Pre -stressed Products dated 03120195, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details" sheet 1 of], prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1,493 and 2.1 through 2,336, prepared by Craig Parrino, P.F., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A Mal{ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09128/201.7 F-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig 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 Offtce. E. MATERIAL CERTIFICATION 1. None. F . OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-01.21.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None.. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 201.1, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. l Cffelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing.No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs, E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. .Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets 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 L Calculations_for High Strength Precast and Pre -stressed 8-inch Lintels, dated Aug-ust 19, 2014, sheets 14,101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.F,., certifying- compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, .Report No. 16-0425. 08, dated 01126117, signed and sealed by Idalmis Ortega, P. E, C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. 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 1J-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 1.t-. 4 d. ap'z- --711 elmy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 k. NIGH STRENGTH PRECAST AND S TD"4i, PRESTRESSED CONCRETE LINTELS rRODUCC RGV13L1J w complying wilt+ Iho Flolido PADDUCI'RliNEWED N Coatplyin6 with the F)oENh DuRding ee toAcmpwlil -D Z .iQ BSrirelion Date y Aft."we NonDAKQ+ PRODL?-T PVNBWP DF rrwwly+ ,Akh U.e fwOOIRg CoDc !- Accepcm'v Not i / 2` BFC[w By 1 Ir""• OQQA -LINI[L D` PRECAST U-L1NiEL D" PNF[lAE.SFQ U-UN[FL 7/32"0 BAR STIRRUPS TYPE Is, STIRRUPS 'v M 8" UNT 5 RRUP Dr4 D U—LINTEL DATA 'TABLE Pi lEllT;iAl I IEa• A 1 EWERIFISiI[•BtFl W"Dcr-LiD(iiDtY?d!:7Q]31 1-11 0 mmalvi tY1 M=mlr M=m= m l=m mmw= 1 w=Ecv9m R' PR;nART W1 2" RECESS DOOR U LINTEL DATA TABLE Ti1.l3i Q{'(yl 1"Willdfr7, EmIcEffrau5iff" s ra ra'rrA nYa jyca1•I 177 IS?t li 1 Mom" 1m7t7CiI1LT:1771L:ME"E'liDd;;'i"rMmFJ Y3..L7Ei iIiC/1 L1• rre r ualr arsa..u•D rrc no ua rr4srna L:'dt rr.a z aru.Lj..lm-r'Ir Ji ar ji:li.r l}iri9 Qi a--'IaSl CL771i!]!!i r' F,1h5iMn[2]t'iLZP.Iii37 P 5ip OF F+:+: w"tW] DW. PREEC= U EL RED MIIM t DE FABD,A• MN 1/0QF:1,1pmA- 7 m. mi A os Dwv] A V/Zz 1 itr >1 > :• n' E1-"'- PRFSIRE CQ Lp+.EI A Q GGE FAHRIOATIDN MODEL PRF(:AST ll—LINTEL DATA TABLE i' J>'/I[[1.,:x7 EEEE111>•AlrA iil.i>iism- r1r ruait',>s•stE vrf n f KUM 7[3 Si F7ifiIDi3FJ47 7CSi[7C7n®tilrrr 7GrS1(.ZSIFSGiSiEiCi11 7 mmia anEMAIMA mayrxF7[:3 Taiii1mitsmN ecamm TWA PRomtTw WFORIIATIDN K P004WO TOR PRODUCT APPROVAL ff 10 PADIECTED DY CDPTRARR LAM AID QMWT BE A[PROMM OR UrJMVIED TATAIIUT TM PRIOR %WltER iMSLTII Of CW--'MEIE USA. Ain• I. j_% MW StEFli >/AS m ASTR A3101 N. P6 6. NWIt1 THE TOAL WMM Of MM W ' MI, 0 REW% 6RAOE W MM ON,-011 PICA AEWIRTD 11 "DRIED SW1R0 FRDA 008 DMROOt vuv W-REW " PRFAfADM" SR1WD 1319 A416 END DF M REARURLTAD CAX1 Pot CXANFIE AD. of STIMM E 4. NMI 7HE AEYIFORDRID DACE YODEL 31WU3 R MUM L WIESE LIII WM. ]'e r NOD PS TOR D• FAOR EACR EID. IFIWA6DSA6 1OR11311'. r uN P31 TOR All 9KCASf D AIDII UNl]Lt, R AO /oOn,e DE taEYPRruic nom PAR 6smA3 f W44 a D70 A IPE. W.T0. DF DOR7ETE >IAt N USED @I UN OF inumi S]D URRL REAIW6NID DADS 1. SI0MU SIjIjAQTRI PAESIRDSSED TD SOK7 UED" AND HAIVILM MACES• Zv .f+ reDDucrucvE3E;v8 Ir congdri3A>,UhUH Pb.fJo tTDlWiug CodD 90 f fL C OM PARRINO o 03, nED+piDne4Pto- 02 B+41 IknDAb 07 2"/ iPy gz4DRa78 Kd n axul 4F 1I CAST—CRETE 8" LINTEL FABRICATION DETAILS RApF arzAVITV 1DADS FOR B• PRECAST & PRESTRESSED U-LINTELS 0-4-ew SAFE LOAD- POUNDS PRRLL'ILEARFOOT TYPE LENGTM la1B 11s 6e i-os 8-11 8F12-19 4F16 m 9fl9-18 44en 6e BP70"18 arx4 06 IF14-10 aPze oe VO-18 eFJ re IM-1B 3'-B" E2'j PRECAST 2231 d088 3711 6163 6907 805E 9502 10951 3gt9 4506 6113 7547 9974 1839E 1W 4 D (48") PRECAST 19- 2581 2751 3620 41190 5961 793E 8107 Zr83 4805 113 7547 5874 10394 11909 4'-6" (541 PRECASF 1599 1969 2110 m31 3M3 45M 6" 822E 2189 437b 1113 7547 8872 10294 1teo9 5'-4" (64 PREGiT 2}7 1349 1430 1909 M 31Z3 3669 4246 1093 3090 5365 75474d 7342N 8733 10127 PRECAST ion110s 1173 1631 290 2549 3009 3418 1461 2622 4360 V811 7181..&'Zae 4 tY- 6" (78' PRECAST 9IB 122 2177 60 M31 3707 4353 00 12M 2171 3180 5301 9360 1 Tien 7'-6" (901 PRECAST 743 W11 I'm 2632 1698 3191 3688 1011 1729 2%1 3999 bd91 H6ld 6472 9'-4" (! i27 PRECAST 554 W 1160 1675 2 4 3455 2618 3302 752 124s 1843 256E 348s 4705 UNIT 10-6"(126' PIgGtSi 475 53s 95o 1247 22W V77 2163 2538 643 I= 1533 M.) Z761 475E 17'-Q361 PRECAST 362 582 90 13" 1846 2423 _ 1127 1 40M 12 13N 1846 24M 3127 1 4005 12 Q 144 PRECAST 337 540 94 373 1254 1884 2193 M 3652 540 r 813 1254 1684 2393 2105 3562 13'-4" (160"} PRECAST 296 471 755 1075 MIT 1818 2316 2 q3 71 765 1D75 t418 1678 2318 2853 14'-1" 16n PRECAST 1 279 4NV713teat f32e tw7 2127 2639 442 1002 1329 1697 21D 24:w 1 14'-8%176 PRESTRESSED NR SIRda M 1R NR Na 458 IRIS IOU 2245 2517 2712 5' 4'(1B}")PRESLRESSED NR I KNa4121250 t NR 1731 NA 2088 Na 2320 1W 2513 17'-4°(208 PRFSR4ESSED N.R. NR HR NA KK NR 300 950 1328 1909 t948 2017 i9'-4"(23i') PRESTRESSED N,R. SIT 0 SIR MR Nt 2r 42D 760 1037 1282 155115 1716 STRESSED21'-4"(25b") PRE) IR N rN 8R N9 NR iA SIR R 100 340 509 80 11f4 1339 f489 22'-0"(264') ARES[RESSm N,R• III! SIR 168 316 850 784 1067 1Z65 1359 24-0°(2880 PRESTRESSED NA 1 re4 M tat M1 IF HR NR 179 25D 45D 44 694 t092 12" SAFE MENAL LO DS FOR 8"PR60ASTA PRESTR6B6ED V4ATELS SAFE LOAD PLF TYPE LFNNGTH4 SU8 8F8 RCiAU 3'-C (421- Pf FCAST 1025 102E 1598 4'-0" (48 PRECAST 765 763 1309 4'-6" ,(54w PRECAST 592 591 IOn 5'-4" (54' PRECAST 411 411 745 5'-10°(7Dj PRECAST 340 339 616 6'-6" (70') PREC4Sf 507 721 490 7'-S" (90") PRECAST 424 534 363 9'-4° (1121 PREW, 326 512 230 i)'-6" (126) PRECAST 284 401 180 11'-4" (136') PRECAST 260 152 154 12'-0'(140 PRECAST 244 402 137 13'-4" (1501 PRECAST 217 324 110 I4-O'(168") PRECAST 205 293 100 14'--8"(1761PRESTiiFSS1.D N.K. 284 91 184") PRESTRESSED N.K. 259 83 17'-4-(2DB") PRESTRESSED N.R. 194 64 19'-•4(2321 PRSIRESKD N,R, 148 52 21'-4' (256"} PR ESTRFSSED N A. 125 42 22'-0" (m6 PRESTRESSED N K 11 ri 40 24'-0'(2581 PRESTRESSED N-R, 91 33 SAFE UPLIFT LOADS FOR 6" PRECAST PRESTRESSED U4_NTELS j) THE NUMRFRS D1 PARENTNESLS ARE PERCENT REDUCTIONS FOR GRADE 40 ` 5tt UvrzRAL welt 80. TO VR a)w a v7 184 ",'•, NbiE N0, 4 DN S4EQ 3 OF 3. FIELD ADDED REBAR SEE GENERAL NOTE Na 4 ON ShLET 3 OF 3, PR00ucr . 1 PKOODCT RE WED mP R E9isid9 $ , G5N PR0VU07RBY180D w_lplyi.9 I'M fix Floridn C04- 1 W&B Cod° IU,l/„/ 1_/ . D9iiding coo: RZxr wo.j7-oZ27•/$' A991pmoco 2ro/ _p : O e >1MQi76oPWQ° A.Ctple . No - 0 Ewc9.s 21 2022 B'v1 n Uu° z ,og :7k iaoir ,13°u 2,1 7 TE 6P / 6f: OBAIO PAfND Ggd491bnDw Dr / ul Id . 8924CN619 SKEET AL n, udouconwt 'ii s }SR1 ep` SEFFNER,FL&W SEE GENERAL NOTES 3 OF 3 ITT& r FLP.E LIC.ND,4476lmw6 pR/u1V44 9ER of ane • CA51--CRETE 8" LINTEL FABRICATION DETAILSAmusEatX411LiD8ftl % Wa 9r OW9 rWX, rk- - RM 78, 403E SCAT! 90F W SCtlt 0A0 61/T./10 I Cmmp 08 CM fAMISM IS, - RM M EOS9 OR91 B 9°. i81 50tl7 2 Df 3 CAFE rRAVITY LOADS FOR 6" PRECASTwl2" RECESS DOOR U-LINTELS ash 4sase SAFE LOAD - POUNDS PER LLNEAR FOOT TYPE LENGTH eAla 001 8RF14- eBFle B a9F26 oe aBFw oe 8AF& IB fiBF10 I9 BAFH-IB SF WJ UM-7 MU -Sill W30-18 4'-4° (52 PRECAST y r 1749 3355 329D 430 2f 84a3 7a67 Iasi 3699 52Da 6639 6m im W1193 4'-8' (541 PRECAST 1494 ISD6 SOBS 2991 366a 4946 5424 SW4 1756 369E 5200 6030 8m i d479 Iona 5' 8" (68 PRECAST S66 920 177 11716 2277 2a39 3402 39M 1187 2431 4567 6309 80 7917 9311 5'-td'(7D P(iLCAST 8t0 as9 1633 16W 2124 260 3174 3700 1113 2342 4242 us 8DSDm 74Mm 970a 6'-8" (W) PREm 797 9O1 1825 3120 5048 7747 944E 7300 901 1F26 3120 sm 7915 0470 1 7'-6" (90°) PRECAST 689 755 14W 240 3776 V43 7239 5023 765 14D0 2.459 3778 5743 NQBW 1 9'-6' (118-) PRECAST 411 488 D99 1566 2253 3129 4091 3146 526 999 15se 2253 3129 4W 5891 gl THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRAM 40 FE7.0 ADDED REBAR. SEE CFi4EPAL NOTE NO, 4 SAFELA7ML LOADS FOR A• topFt ACT •d Y• ClFf!FAA hhf7A IfA UdTFI C SAFELOAD PL LENGTH TYPE 8RU6 8RF6 R * MU 4'-- 44 (521 PRECAST 758 757 1164 4'- 8' (541 PRECAST 694 693 1073 5'- 8' (681 PRECAST 408 407 865 5'- 10'(701 PRECAST 382 381 616 8D) PRECAST 595 788 464 7r- 6' (9D) PRMST 509 674 363 9-8" ( 116' PRECAST 370 490 214 SEE GDOW. NOTE 18 GEHERAI F40TES 1) llAlwlob: q lb. *nds b •amodot. 121 v1 ddpdaD ra lr11" - Wo psl Dahl - 8000 Wa9•/9•' 1'. IN, Now 04 y/ yq ys1c Io A•P+1 ` D 7.sWBiSA 13) Th. nww .adaw u1 CAk1r lal lied iA kdor a tnae f w9. r4roA hmd a -U. 0 d slum "Aw u —dw" -4w Is C -924 m A0v -W"14 -rl* a. y87) tw wN ndMn.m n•1 mr•2. m•.aa ah I9W PA A6,d eo 14) Odds Imde! s3adMaa4 sim wt>ml (,ae q vrout) uidw 0dwe8 9. nbwBrhI 7pds vD w .•akn 1 dwndA319eabald 1w Iha 4 A: h Me"a omlx p•+ Asm d or Tri• tiwsAyptl.d ws9M :.ed Appkd Wd.o•bt toed f S IA 2i N mb b°d (dy b- .a **" 4 tam awdex tq(ny fm 11" 1e dbd J6 M 5•fs r I seN hwSrwdi brd fYd6R 5° Io laadf bf ir+ e n m 1h) Tot meyiM9e Wd MitjcJ m: Kalr0. Re ab lad 9ArA riol kYr 1fd92a flgN a 2 161 fu W bnBws tA go•% i6e safe k d 6pn wd bewx IN* *AN. 4 Plorhs B0 •pilaf led o.d hood )side 17) 50. ioeds w• mp.dbBowd Am•bb body. 4) 1so mmlrr b pormdlreds Amlet W pgonA WKI)m Iw foot 40 84d odd.d nbw. IB) gale bads hw.d n m14•d d.d2. vMps Nor Ana e3D and ADI 3N N-1. 7-6" fytd W32-IB Wo bad '- SQ2 N 7 SaL , &. Fm 4 $472 m . " D9 D) Asa..: ld..d b•1 apply eoA Dr oplxn•d bt 0n tv b fr47C2ag A/di6oml edw°sd oywwt pp sy unit 6d7107 asps lAs s1U d S) IW 9aletr Dud ar ae"d t1a3.u6.D- am 17 - WIN doll#rWL • Nod90]. f! -a. WIN {4fwwwUs b Su9td b admit =6o Raid. 9wehu Cnv9b lb. Fraiia code 9a0o•s 1sD4 t1 m - 4) Amr• Red Ordsb a ngYad. n-.,aep:wwt Sda "- L12.2 7) Dw ) 7 rolw r 7 b. A&.1bW Iw In 15 rebom 7Nv_vjm nota 8) 4rlm* 6dded .* im en w.NeYd orD Cwn D) 11d d.. 4w Tq wWd. aa.0'" Toad. Irm ors Wo bad 1", by ookd.aa9 ub nwba• n radsu.; moomd wA 9- d 4-.mr0 ham We iou x wpwL f0) BR - IN Bded ' 113 9ddac 9lld dkLr. W b h• k" d t!. b.4- d W Sold :ap¢. 1/2• MR TIP - SEE SAFE W&A ICAD TABLES FOR LOAD HAIM FOR Fshl)4 hD6 TRC rral. OCOURSE RC OSofCR90SAFE UPLIFTLOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS 4aRT4 A449ta SAFE LOAD - POUNDS PER LINEAR FOOT TYPE06b-17 LENGTH elffa- 27 aRFfO- 1 axelo- P9f14- 1 BAF14- 2i 18-1 altF18-21 D6L2-iS UVW_21 BRPla-i MF20-at a9F3Q-1t W30-21 4'-4m. ( 52my PRECAST 05 1W 2312 3056 3751 4445 8M0 905 1666 2362 3056 3751 4445 5140 4'-6' (54 PREG1Sf B67 3604 2U2 203D 3507 4275 4%3 e6i teat 2272 2139 3607 4275 4943 5,• ( W6 7 1797 23M 264 3382 3911 61S tZSa 1797 2326 2854 3382 3017 5'-10"(70" PRECAST 8 1207 17481a22a9im 2773 h 3288 toId sw 1233 1749 2259 V73 MO 2790 D,-6" (60') PRECAST 570 920 1 IWD 24211 287a 3328 im 570 IOBO 15M 198D 2422 2879 3329 7'-6° (901 PRECAST 5D6 742 1364 ' 1766 V06 2W 200 aw 898 ID64 f765 2166 2567 2968 9'-6" (11r, PRECAST 395 468 884 Im 154D 1 213D 395 b80 1072 lau 1`701 A 2331 THE kAl RS N PARENTHESIS ARE PERCENT REDUCT10DU fCR OWE 40 FIEI9 ADDED RM% SEE GENEIK NOTE ND. 4 m Mu J! 0 RCN6196D 8 saWt thAF10dQ0 EW 46 al2A. i' lt TYPE DESIGNATION 6. F- RUUDW W=/ U- U 110 F9U If8196cmrr F BF16- 1 B/14T a•' 9D7001 imj J L.,m,9.7 OF 15 I A0SI47 Amv, AT 711P tMR ot )K0 l-, n• m7ABj' ' cx% MUT 13 7F848 AT 800A1 PRCE> UCT OF LIHma GNOY 2CYI.4C0 7 An% w y1 U1 = na rn:mulyht8 with Ox Flarid: y VistliS) No 7Rp'*s*RFilb th. Cn s40y tha Alothlnubrq :.amn 71afo!; dUrbZ CRWPARRINO 8924 CR 578 MMm* A FL SSWe1 Llmdm r•..rt a. i.i7 eT r arr m7 tr er r // , s.Ietf°ti /l:IaVl: l,•R'ldv27s-Tl r i!'` a <, i ?,: -. ii%-,f ld7G(i Iy7l4rTifLz(72 i1P ZyL kia F. ': . .. '. •. l"9I41:TF4ai ttFT.IR 2+/iT/<Y.i ....... .i + ]r -,I, . II••V•(:[tisl.dy. dcl: 4d'd4'fltii I'YibYiCtf i s '' CITY OF SANFO D BUILDING & FIRE PREVENTI N PERMIT APPLICATI N Application No: Documented Construction Value: S 59 2_5 Job Address: 2_(l 2 Historic District: Yes No Parcel Elk Residential[ Commercial Type of work: New 0 Addition Alteration Repair memo Change of Ilse Move Description of Work: 41 tom.w:6tz r 2(=0— + L2_t Plan Review Contact Person: b4 'Title: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor information Name r' J., VIA 1,; -I Phone: 2-43 f3 Street: 4?c)i 1S cbmFax: (4c'4- 2L44 14 Lt, City, StateZip: CJ q-ncj, %4z- 3i' 2- State License No.: C. Ft` Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: L WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC 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 h is commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as w ter management districts, state agencies, or federal agencies. ! Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requi -ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi al. The actual construction value will be figured based on the current ICC Valuation 'fable 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 ill 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 Print Contr is Na e f Io ac.i C- Signature of Notary -State of Florida .--pate PAT t,OMMISSK 4 f FF 12(W4 EXPIRES: Atil o25,2018 4 < 3otetlad 1W Nmr, wian t . Contractor/Agent is L/ Personally Known to Me or T Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTII...ITIES: FIRE: WASTE WATER: BUILDING: Revisc& June 30, 2015 Permit Application 9507 Slate Road 52 23 Miller Road 7 ilk, 9701 Bachman Road Established 1973 Criando, FL 32824 i www.RJKielty.cornHudson, FL 3466g Valrim, FL 33594 Zdl 11, 727-863-5486 813-661-0707 M U 407-855-2636 State License # CF-0O20,' 1V.J. K"LTY Page: I Of Proposal No: 717-13533 PLUMBING, HEATING * COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 064 Greenwood Blvd. Suite 124 Model: Firefly 1827 alie Mary FL 32746 We Propose hereby to furnish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be merle as tollows, 40% Rough In 30% Top Out 30% Finish. NET 10 Days Ali materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from spodfications below involving extra acuted only upon whiter orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, a"= t.= our control. Owrner t ffv fire tornado, and othe° necessary insurance. Our workers are covered by worker'sc-cmpensation Inswr"6e. —1-1 MAY BE'WIT 41)RAWNIF NOT ACCEPTED IN 30 DIAUTHORIZEDSIGNATURE:_ THIS PROPOS We hereby submit sped"Icatiors and c4l-rnates for: mastor Bath Shower Toilet 1 Lav sterling Accord 6006 Base 72270100 White With Walls And Moen Chateau TL1182 Chrome Valve Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moon Chateau 6.4925 Chrome Faucet and Bath 1 Tub Sterling Accord 60x30 71140120 White With Wells And Moen Chateau TL183 Chrome Valve I Toilet Gerber Maxwell 21-912 1,28 White Elongated I Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen Sink By Builder li Faucet Moen Integra 673115 Chrome Disposal ISE Badger V With Cord Icamaker Line With Recessed Box I Dishwasher Hook tip utilities, I Washer Box Yes 2 Hose Bibs Yes I Water Hester 50 Gallop Electric NOTE: Backtil"ing Ircluded For Sewer & Water Ot-.IY ;Slab Backfilling By Others; Back1low Pievenlers Included 10 Permit Fees hicludor:1 Water Piping In: CPVC 40'Sevver Allowance:; Additional SI 2 per loot 40'Water Allowance; :Additional $3 per foot Applies to any direct contract between at,, owner contractor (RJK) - Notice of Lien'_aws - Florida Statutes 713.001-713.3/. Acceptance of Proposal - The above prices, specifications and conditions are satislactory and hereby accepted. You are authorized to do the work as specified. Payment will be, made i oulfined above. I agree to pay reasonable alum ey's fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after days. Any sewer taps deeper than 4 1/2 feet or requires backhoe or dewatering will be an extra charge. SIGNED: east DATF OF A(;CEPTAN(,F & PAGE 2: H"d.." Edit By: List Edit Date: 712712017 lw `MIWO vo ri I PERMIT APPLICATION Application No: Documented Construction Value: $ F-i5oa. Job Address: 2612 Flycatcher Way Historic District: Yes No[Z Parcel ID: 17-20-31-602-0000-2280 Residential © Commercial Type of Work: New [9 Addition Alteration Repair Demo Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Phone: 407-630-0119 Fax: Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes Florida LLC phone: 407-708-0163 Street: 1064 Greenwood Blvd. Ste 124 City, State Zip: Lake Mary, FL 32746 Name Brandon Gibbs Street: 146 West Plant Street Ste 240 Resident of property?: No Contractor Information Phone: 407-630-0119 Fax: City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: n/a Address: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBt 105.3 Shall be inscribed with the date of application and the code in effect as of that date: & Edition (20I7) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental 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, PS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature of ContradorlAgent Date K o^ o 2 3 3 > Brandon Gibbs nt 9 iPContractor/A nt's Name R 8/27/18 SIN Signature of N - to of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is %e Personall_ yKnown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR 2FFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVAIS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: RI -COUNTY TESTING LABORATORIES, INC. 31 S. Main St. CI Winter Carden, FL 34787 PROJECT NO: L407-656-9656 LF[- L= PROJECT CONTRACTOR REPORTED TO: LOCATION: MATERIAL: DATE TESTED: ORDER NO - REPORT NO: REPORT OF IN PLACE DENSITY TESTS PROCTOR SPECIFICATION: OPTZMVM MOISTURE: MA. XTMUM DRY DENSITY: LoctITION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT OF MOISTURE Es His. cu. ft. MAX. DENSITY PERCENT 112 a o 0.2 Zy N IILeo a a o y `u o ao Ww ONM LDsd U w b, to O OD cnC Z CCC mo a Building Setbacks Setbacks: Per construction plans for MDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear 20' Side = 5' 9--\Q SPECIFIC PURPOSE SURVEY FORMBOARD) WYNDHAM PRESERVE LOT 228 PB 81, PG 93) I I I I I 1 1 I I 28.0' LOT 219 NORTH BOUNDARY LINE Or LOT 22d i N LOT 228 N N AREA = 8,778 S.F. b 10.5' 39.0 aWwN h ISTORY f!; RESIDENCE i O i tn FORMBOARD c6 FFE= 26.27 n 10.5' otm 2 LOT 220 LOT 227 c° tip w 52.50' S89'43'03 iN c I Gym o unioto toN o FLYCATCHER WAY rn 50' RIGHT—OF—WAYPCP _ 50.00' (PRNATE ROAD) PCP S 89.43'03" W 391.64' CENTER LINE CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING CB 1 25.00' 090.00'00" 1 39.27' 35.36' N 45.16.57" W LB-Lleensed usineas LEGRND:ADUSSO-Access/Oroinage/Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement PRM-Parmonent Ref. MonumentISR -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P -Plat FFE -Finish Floor Elevation 0.8.-Dead Book Water Meter O.R.-Official Records Book Da -Water Valve P.B. -Plot Book Tr-Flre Hydrant Pg.-Page NC® --Reclaimed Water Meter Elev. -Elevation NCDG-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver Telephone Box SW -Sidewalk Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb inlet Guy Pole GTI-Grate Top Inlet 0 Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0-Storm Sewer Manhole NCS-No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feel fhWo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGO-MAG NAIL & DISK 4VO4-Irrigation Control Valve P.K. -Porker Kalon Nail i' -Sign SIR -Set 1/2" Iron Rod LB7768 WDO-Cate Water Valve SPKD-Set P.K. & Disk LB7768 RGas Meter FIR -Found 1 /2' Iron Rod L87768 r' -Existing Grade nP- Found 1/2Iron Pipe L07768 a -Blow -off Valve FPKO -Found P.K. Nail & Disk L87768 `^ Oroinage Flow Direction FCM-Found 4'w4" Concrete Proposed Design Grade Monument PRM LB77715 -Ae-Built/Existingq Grad Note: Some items in above leaen may not be annli ..hlel r No. DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior SURVEYOR'S NOTES: 1, Currant title information an the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walk@, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon ore in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for *WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 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 Map Panel Number 12127C-0765H. in Flood Zone "Y," 5. This Specific Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 228, according to the plat SURverj of " WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 This certifiesuthataaurveeyyofthehereondescribedpropertyMaitland, FL 32751 was modeundermyyetlpt!}vr' SArmy; meets the Standards of Practice set fgdfi t IX 8gard of Professional Phone! (321) 270-0440 Surveyors & My e 4h ptt.,r jY,Florida Administrative Fax: (813) 248-2266 code, purrluafip M ilfoHo4 2.027, Vorido Statutes, Licensed Business No. L8 7768 J GeoPoint s`F " Surveying, Inc. JpAes D.' A r •••• e LS6915 FL IDAPROD1D4N0. Drawn: RCA Checked:JDL P.C.: Doto File:ertsom et -Plat NOT VALID WITHOUTFOSld TORE AND THE ORIGINAL Dote:07/30/18 Dwg:6leeonEest-LM228 Order No.: RAISED S OF A FLORIDA N AND MAPP SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4,462.00 Job Address: 2612 Flycatcher Way Historic District: Yes No Parcel ID: 17-20-31-502-0000-2280 Residential Q Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use MoveEl Description of Work: Install new AC with duct work and venting Plan Review Contact Person: _Sarai R driguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-3729 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Grge wgQd Blyd Ste124 City, State Zip: lake Marv. FL 32746 Resident of property?: NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Eneggy Air Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida lluilding Code Revised: June 30.20 1j Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0umer/Agent Date Print OmerlAgent's Name 8/9/18 Signature or( ntractor/Agent We Robert Kulp Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida 40 Natsry Public State of Florida SWi Read=ulia My Cantu GG 147034 at Expines ItNotM1 i Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application J* Job #: 34687 i4sgRn WORK ORDER Date. 1 /26/2018 Subdivision I Phase I Bid I UIJ Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 12281 2612 Flycatcher WayADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: Sanford FL 32773CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip 1827 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnaceJobContact: S Wooiwine A/H-1 or Furnace FB4CNP03OL00 Job Phone: 4077301311 Heater or Coil CE2401 COS Heater or Coil Date Requested: CU-1 CH14NB03000G CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1 st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl, on Builders Permit: No Efficiency Efficiency Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 Qty iEAIPullsPermit; yes Builder calls inspection: yes Zone Kit #1 ZD 1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper#1 ZD6 ByPoss Damper #2 IZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returns 8 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 2.20 27.72 Rou hin 2 196.0003-Fabrication Labor 21.78 326.7004-Installation Labor 06-Piping4Labor 6.75 114.75 Trim 2 196.00 14-Kitchen Vent Trim 1,103.0802-Material/Tax 01-Equipment/Tax 1,339.77 Permit 70.00 80.0009-Permit/Other 1.23 15.54011-Delivery Labor 2.47 31.07 Total Contract: 4,462.0020-Pull Material Labor 2.50 42.5012-Startu Labor 10. f 4 vt4F Revision a Response to Comments \ Permit # I I J V Submittal Date Project Address: Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: ` c 2, CAL 0-1 Fax: Email: Z, J d S4-a %-0 . LQI." Trades enc mpassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals CITY OF FoRD LOT Building & Fire Prevention Division fIRF OEPAIiT.At?NT -$ Residential Permit Card PERMIT NO./8 -0 165 0 2-" ISSUE DATE: OOZ 61 I rr CONTRACTOR: JOB ADDRESS: TYPE OF WORK: L=u-A- Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INSPECTION 7rPF. APPROVED REJECTED MSPECTOR ELECTRICAL IN.SPEC770N 77PE APPROVED REJECTED IA'SPFC-MR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL INS'PEC7TON TYPE APPROVED RE!£C7YD INSPECTORSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALL/SHEETROCK PLUMBING INSPECTION TYPE APPROVED JWEC7£D WSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS WSPAryyON TYPE APPROVED REJECTED INSPECTORROOF INSPECTION TYPE APPROVED REJECTED 1MTF.C7Vfi GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF GAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INS F.CTION TYPE APPROVED IIRI6ICTED IN.SPACIOR INSPECTION IYPE APPROVED R&MC7ED WSPRCTOR FINAL DEMO FINAL DOOR FINAL SOLAR PANELS FINAL WINDOW FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING OTHER MOBILE HOME TIE -DOWN MOBILE HOME FINAL 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. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERF. MAY HE 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 FBC 105.1.3 REVISED: 4.17 Inspecdoo Line: 407.792.6069 oc855.541.21 t2