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2638 Green Swallow Way 18-1398; NEW SFH(a)ig -«g COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000274 BUILDING PERMIT NUMBER: 18-10000274 DATE: March 16, 2018 a331 A UNIT ADDRESS: GREEN SWALLOW WAY 2638 17-20-31-502-0000-2350 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2638 GREEN SWALLOW WAY / LOT 235 / 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 Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE t CITY OF SANFORD BUILDING & FIRE PREVENTION MAR 16 2018 PERMIT APPLICATION Application No: Documented Construction Value: S _ 1e 2 14 -7 114 Job Address: LAlp -3 '3 C rena )g Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2%3 so Wyndham Preserve Lot a3 5 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkuip.com Bonding Company: NA Mortgage Fender: 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: 51 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public.records of this county, and there may be additional permits required.from,other.goven mental entities such..as water....:.. management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work. will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Robert Willets Print Contractor/Agent's Name 3 Signature of No -State of Florida Q Date Shayne Mangel NOTARY PUBLIC 9 -STATE OF FLORIDA Com # GG113111 Owner/Agent is Personally Known to Me or Contractoia/ g ti is ! @nTr2dJyi 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 [' Plumbing0 Gas Roof Construction Type:_ _ Occupancy Use: Flood Zone k 5 A zT -jitrKc 9 Total Sq Ft of Bldg: 2 5 t Min. Occupancy Load: Z # of Stories:_ New Construction: Electric - # of Amps J<Q Plumbing - # of Fixtures_ S _ Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NoZ APPROVALS: ZONING: 0 16 UTILITIES: ENGINEERING: MTc-3 Z4)-\8 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 40. Y6°lo itAe- hl q Hunlip%-T, CAL Reyised:_June3.0,2015- _---_ ---- --- -- -- WASTE WATER: BUILDING: 5 4 2G' l8 P_ermitApplication CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: is— A3 9 cC Documented Construction Value: S 11 A 9 6 7 Job Address: - 2 C= rear, Li)cam Historic District: Yes No Parcel ID: 17-20-31-502-0000-2,357oWyndham Preserve Lot a,35 Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use MoveEl Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida; LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 No City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO'-MMENCEMENT. 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: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required.from .other.governmental entities such..as-mater....-. 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 3"__ __ -1 11,-1$ Signature of No -State of Florida Date Ay Shayne Mangel c sr NOTARY PUBLIC ESTATE OF FLORIDA Com # GG113111 Contractor~) g l is P@r2tQmdJM Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical[] Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 5 i' WASTE WATER: FIRE: BUILDING: Revised: June_i0,2015- - - _. ------ - - - - - - - -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 70L Drywall 70 1000 Final insulation 1000 Final Single Family Residence Address: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final k MEN" 4vsu"H q4r Ins ection Descri tion MinInspectionMax10 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 THIS INSTRUMhNµoPmos Flontla, LLC Name: Starlig Greenwood 61Y S ite 124Address: i•-na4 4 NOTICE of COMMENCEMENT State of Florida County of Seminole gy I 1 1111 it 111 lII 11 1 C 11f;1ISJI,OOt1i14Ot..LE.4 E;t(s)FtOE 3t3_.,:.l.ii I'-'Cl 4:i:O4tCtIth3 FEES' V 20-31-502-0000- SS56 ParcelID Number: pormit Number: with hereby 9 Pro in this Notice of Commencement. Ivesnoticethat'nfoPfmat onisp it made to certain real propeRy, and in accordance The undersigned Chapter 713, Florida Statutes, the following property and street address if available DESCRIPTION OF PROPERTY'.PR(Legal 81 :j Os 9r2' - 1Ot GI- NuctNewSERF iMPROveMENT: 13 OWNER INFORMATION: Name: Stark Homes Florida+ LLC Address: 1405 Old Alabama Road, Suite 200., Roswell GA 30076 ' Fee Simple Title Holder of other than owner) Name: N -- Address: CONTRACTOR: FL 32746 ame: Starlight Homes Florida, LLG 1064 GreenWood Blvd Suite 124, Lake Mahon whom notice or other documents may be served ddress: Owner up Persons Within the State of Florida Designated by _ Section713.13(4)(b)+Florida Statutes. asprovidedby _ Name: Of NANA Address: To receive a copy of the lien r s Notice as Provide n Inadditiontohimself, Owner Designates Section 713.13(1)(b)+ Florida Statutes. year ss a Expiation Date of Notice of Commencement (The expiration date is 1 ar from date of recording unle E OF different date is specified) ~ NOT ER PAYMENTS UNDER CHAPTE MNTS TO YOUR PROPERTY. A TOOHER: ANY PAYMENTS MADE BY THE OWNER AFTER THE E}(piRAPART 1, TiON OF THE ION FIRST W6RNING COMMENCEMENTARECONSIDEREDTI FLORIDA STATUTES, AND CAN RESULT EYOURk YNG CONS WITH YOUR LENDER OR AN ATTORNEY NOTICE OFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDOTHESOBSITEBEFORETINSPECTION, IF YOUINTENDTOOBCO1declarethat i have read the foregoing and that the facts stated 9n it are true BEFORE COMMENCINGFYOUINTEND ORRECOROWGYOURNOTICEOFUnderthebeta ties of perjurydge and belief. to the be t y gels Kntad Name f gnalure ent and no one else may be permitted to sign M his or her stead.` Florida statute 713. 13(1)t9Y The Omer must sign the notice of commencem zp _ county.of day of r State of was ckrtowledged before me this The. foregoing instrumentmWhois PersonallyknowntoebyName of person making statement — Namo ldentiflcation typeof identification produced: OR who has produced ne .Mangel Shay NOTARY PUBLICOf FLORIDA STAXF- 3111 NotarysignatureC Com GG11 kct: 9 Bxp) res 6121l20x1 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: 2638 Green Swallow Way Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2350 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE; ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: 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# 18-1398 Reviewed by: Michael Cash, CFM Date: March 28, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or WalkwayV '011, " Including Right-of-WayUseg ti1877- Landscaping in Right-of-VVay 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 o 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 r. jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the ¢nowwhaysbelow. 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: 2. Proposed Activity: Driveway f—X] Walkway Other. 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: Construction Of New SFR This application is ub d by: Property Owner, Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mange)@stadighthomes.com Date: Zjl , 1 k Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have rea u erstand the above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: - Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 ROW Use Driveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: -J - Project Name: tK_- Ir\A-,r se e. Project Address: —JNN 3' Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Willets Or i ae lL Print Name of Owner/Tenant Signat ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: PriNf Gen. Contractor siCGC1522 3 4etor Gen. Contractor License # 0a &51 e-6-00t Print Name of El. Contractor i ofEl. ntrac tor EGOoO3696 El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on Rev. 02/ 10/15) Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3.1 a -14 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): 9' The specific permit and application for work located at: a e3$ C!>reer, SurzAt0-J L-- "r Sated{I _ Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC15223 7 Signature of License Holder:.. STATE OF FLORIDA COUNTY OF Seminole The f regoing instrument was ac ' leis before me this J5day of Jg n t'Ian 200, by Robe iiSS who is personally known to me or who has produced as identification and who did (did not) take an oath. Signature Y Shayne Mangel NOtt2i I OTARY PUBLIC I!' STATE OF FLORIDA print or a name J;t COMM# GG113111 rr E i Expires 6/21 /2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY: Amy LoLa-1 Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 Lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: iiht-;1•.Li i i ii._'•_i i EI••i.iN0L- t;01JN `i 4._V:11;ft O C::ftCL!):T C:OWRT A COMPTROLLER CLERK'S_ v 20/8027826 1%17_:..r' +!''1:i:` l %.i it tl:J=a},:J•.t.ii I-I'I REC01:1 TNG FEES t 1i .00 3hC ED l3i rtl,semp Parcel ID Number: 17-20-31-502-0000-;),35o The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot Address: ado L-1 .'7'7 3 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the be t • y wiedge and belief. mk t Gel i c ignature Owners Printed Name Florida Statute 713.13(t)(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 -f L County of SEM The foregoing instrument was cknowie1dgged before me this day of Y 20 by -1 L i l Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: Share Mangel V1tC51rF NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 3. -1V1 0 Notary Signature RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 235 - 1769 TL Builder Name: Starlight Homes VU Street: 2638 Green Swallow Way City, Permit Office: Seminole County State, Zip: Sanford , FL, 32773 Permit Number: 3 8DesignU''PA Owner:,trY+-' Jurisdiction:" Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2114.0 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1785.00 ft2 b. Frame - Wood, Adjacent R=13.0 329.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1769.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1769.00 ft2 6. Conditioned floor area above grade (ft2) 1769 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 6 353.8 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: 5.436 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1769.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft2 b. Conservation features EF: D.950 b. NIA R= ft2 None c. NIA R= ft2 15. Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 53.69 PASSTotalBaselineLoads: 56.06 1 hereby certify that the plans and specifications covered by Review of the plans and TK.,ES74J' this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates OS calculation compliance with the Florida Energy Code. PREPARED BY: Lr lV Before construction is completed u µ DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. cwiththeFloridaEnergyde. OD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 Qn for whole house. 1/18/2018 10:19 AM EnergyGauge@ 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 235 - 1769 TL User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1769 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, zip: Street Address" - 235 Wyndham 2638 Green Swallow W 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 Blockl 1769 16451.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1769 16451.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 191.2 ft 0 1769 ftZ 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1978 ftZ 0 ftz Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1769 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1769 ftZ 0.1 Wood 1/18/2018 10:19 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 F FORM R405-2017 WALLS Adjacent Space Cavity Width R-Vaue Ft In Ft Height Sheathing Framing Solar Below In Area R-Vahle Fraction Ahqnr rmrip% 1 E 2 N 3 W 4 S 5 S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 75 3 9 4.1 38 1 9 4.1 59 5 9 4.1 18 6 9 13 35 3 9 4 702.3 ft' 0 0 0.6 4 355.4 ft' 0 0 0.6 4 554.6 ftZ 0 0 0.6 4 172.7 ft' 0 0 0.6 4 329.0 ft' 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 6 10 39 2 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. v # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 E 1 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes N 2 Vinyl Low-E Double Yes W 3 Vinyl Low-E Double Yes S 4 Vinyl Low-E Double Yes 0.34 0.26 N 0.34 0.26 N 0.34 0.26 N 0.58 0.25 N 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None 45.0 ft' 1 ft 0 in 1 ft 0 in None 30.0 ft' 10 ft 0 in 1 ft 0 in None 41.0 ft' 11 ft 10 in 1 ft 0 in None 30.0 ft' 1 ft 0 in 1 ft 0 in None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 410ft' 410ft' 64ft 9.3ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1919.4 105.37 198.16 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 1/18/2018 10:19 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 0 FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap :,.,Use,..- . - •-+SetPnt. Conservation r,.•.. 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 ff= DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # 1/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 353.8 ft Main 88.45 ft Prop. Leak Free Main cfm 53.1 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma [X] Jun [X Jul X Au X] Se j Oct ]Nov Dec JanHeating X Feb X MarJXJ Apr May [ ] Jun Jul 4 Au[ Sep Oct X] Nov fX Dec Ventin Jan Feb X Mar Apr May [)Jun Jul [ AugE J Se X] Oct [Xl Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 57 0 0 1 - Electric Heat Pump 1 - Central Unit 1/18/2018 10:19 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 r 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 (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 1769 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 ft2 5.436 ft. 0.257 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1769.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric 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. Builder Signature: 1 Q.a 0_ Date: 6319 Is Address of New Home: 2A C City/FL Zip: SpL-p-t Insulation Area R=4.1 1785.00 ft2 R=13.0 329.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1769.00 ft2 R= ft2 R= ft2 R ft2 6 353.8 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. 1/18/2018 10:19 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION>COMPONENT CRITERIA Project Name: Lot 235 - 1769 TL Builder Name: Starlight Homes Street: 2638 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an ded ceiling/soffit ydroppedthe insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind Dioing 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 sprinkler cover glates and walls or ceilin s. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/ 18/2018 10:19 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 e FORM R405-2017 Envelope Leakage Test Report Performance Envelope Leakage Test Report Performance Method Project Name: Lot 235 - 1769 TL Builder Name: Starlight Homes Street: 2638 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1769 sq.ft. Cond. Volume: 16452 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data 9 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (9), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O. TIiE S7., f C00 WE 1/18/2018 10:19 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE M"A ItbINGO• Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 235 - 1769 TL Builder Name: Starlight Homes Street: 2638 Green Swallow Way Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 1 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1769 House Duct Total Conditioned Floor Area) System Leakage Qn,out)* Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /18/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: tio4 aE srppp-o. lam+ l ;^l ii ' '_31.1,•``W eee w _ t p rdc o WE 1/18/2018 10:19 AM EnergyGauge(D USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 For: Lot 235 -1769 TL, Starlight Homes 2638 Green Swallow Way, Sanford, FL 32746 Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 of Outside db 93 F Inside db 70 F Inside db 75 F Design TD 26 of Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17937 Btuh Structure 15220 Btuh Ducts 1705 Btuh Ducts 2930 Btuh Central vent (57 cf-n) 1620 Btuh Central vent (57 cfm) 1105 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21262 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19255 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1931 Btuh Duds 289 Btuh Central vent (57 ctm) 1697 Btuh Heating Cooling Outside air Area (ft?) 1756 1756 Equipment latent load 3917 Btuh Volume (ft3) 16375 16375 Ai r changes/hour 0.26 0.14 Equipment Total Load (Sen+Lat) 23172 Btuh Equiv. AVF (cfm) 71 38 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIERAIR CONDITIONING Trade CARRIERAIR CONDITIONING Model CH14NBO300000A Cond CH14NBO300000A AHRI ref 7835429 Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47-F Latent cooling 7150 Btuh Temperature rise 29 F Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 cfin Airflowfactor 0.046 cfm/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 37 °F Backup: Input = 6 kW, Output =19028 Btuh, 100 AFUE BoldRtalic values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. FF wrightsoft" Right-SuiteO Universal 2017 17.0.28 RSU17013 ACCU....SpedfickWyndhamPreserve\Lot235-1769TL.rup Calc=MJ8 FrontDoorfaces: S 2018-Jan-18 10:18:00 Page 1 a Manual S Compliance Report Job: Starlight -Wyndham Prese... wrightsol " Date: 411412017 Entire House By. Y:. EnergyAir, Inc, t •,w,,., _...., sss By - Plan: 17 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: vn w.energyair.00m Project Information For: Lot 235 - 1769 TL, Starlight Homes 2638 Green Swallow Way, Sanford, FL 32746 Co sling ; Equipment Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19255 Btuh Entering coil DB: 77.2°F Outdoor design WB: 75.9°F Latent gain: 3917 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 23172 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 104% of load Latent capacity: 6015 Btuh 154% of load Total capacity: 26119 Btuh 113% ofload SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 21262 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 135% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5. 6 kW 89% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft° Right Suite® Universal 2017 17.0.28 RSU17013 ACCk ...SpecifidWyndham Preserve\ Lot 235 -1769 TL.rup Calc= MJ8 Front Door faces: S Entering coil DB: 68.0°F Capacity balance: 37 ° F Economic balance: -99 ° F 2018-Jan-18 10:18:00 Page 1 Job: Starlight - Wyndham Prese... wrightsoft° Duct System Summary Date: 4/14/2017 Entire House By: Ertergy-Air, Inc Plan.: 1769 S 5401 EnergyAr, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.com Web: v wenergyairoom 0 • For: Lot 235 -1769 TL, Starlight Homes 2638 Green Swallow Way, Sanford, FL 32746 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 dim 150 ft Supply Branch Detail Table Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.187 in/100ft 899 cfm Name Design Btuh) Htg dm) Clg Cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat h 1051 48 29 0.195 5.0 Ox 0 VIFx 23.6 120.0 st3 bed2 C 1489 63 74 0.197 6.0 Ox 0 VIFx 22.1 120.0 st3 bed3 h 3603 165 105 0.187 8.0 Ox 0 VIFx 34.5 115.0 st3 d2-A C 160 1 8 0.196 4.0 Ox 0 VIFx 23.0 120.0 st3 foyer C 1355 64 67 0.344 5.0 Ox 0 VIFx 11.5 70.0 kit-din-fam C 2632 93 130 0.191 7.0 Ox 0 VIFx 26.8 120.0 st1 kit-din-fam-A C 2632 93 130 0.195 7.0 Ox 0 VIFx 23.9 120.0 SO kit-din-fam-B C 2632 93 130 0.233 7.0 Ox0 VIFx 5.3 115.0 lawn C 1087 20 54 0.356 5.0 Ox 0 VIFx 8.7 70.0 m bath h 970 44 35 0.195 4.0 Ox 0 VIFx 23.5 120.0 st2 m bed h 3501 160 101 0.193 7.0 Ox 0 VIFx 29.8 115.0 st2 vic h 1182 54 35 0.195 5.0 Ox 0 VIFx 23.6 120.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cFm) dim) FIR fpm) in) in) Material Trunk st1 PeakAVF 186 261 0.191 590 9.0 0 x 0 VinlFlx st2 PeakAVF 259 171 0.193 586 9.0 0 x 0 VinlFlx st3 PeakAVF 277 216 0.187 627 9.0 0 x 0 VinlFlx BolciitaUc values have been manuallyoverridden r wrightsoft" Right -Suite@ Universal 2017 17.0.28 RSU17013 ACCK...Spedfic\WyndhamPreserve\Lot235-1769TL.rup Calc=MJ8 Front Door faces: S 2018-Jan-1810:18:00 Page 1 Return Branch Detail Tablele a Name' Srille .,,. .. Size (in) Htg cfm) Clg cfm) TEL M Design FR Veloc fpm) Diam in) h x W in) Stud/Joist Opening (in) Dud Mat! Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 201 8-Jan-1 8 10:18:00 wrightsoft° Right -Suite® Universal 201717.0.28RSU17013 Page ACCA ...SpedfidWyndham Preserve\Lot235 - 1769 TL.rup Calc= MJ8 Front Doorfaces: S Job#: Starlight -Wyndham Preserve Performed for: Lot 235 -1769 TL 2638 Green Swallow Way Sanford, FL 32746 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU 17013 2018-Jan-1 8 10:18:09 m Preserve\Lot 235 - 1769 TL.rup I I i if' VT- Jul I I. I I I I LA.V- ! l 1 I we I sHWR, Tj c 3,1 KIT AUTO 'ti+''ENT2.11 I 7 i 1 J I ,311 I o _ Nr 311 TUB I co J 4i4 311 . ILY4 Y ,1 • `' PLAN 1769 PLUMBING RISER .DIAGRA.N-1. I N it N W U tn DE%IENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 235 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side'- = 7.5' LOT„ AREA CALCULATIONS LOT = 7,130 SQ.FT. LIVING AREA= 1,769 SQ.FT. GARAGE = 410 SQ.FT. ENTRY = 43 SQ.FT. DRIVEWAY = 532 SQ.FT. PAT16 = 109 SQ.FT. WALKWAY = 40 SQ.FT. A/C ;PAD = 9 SQ.FT. IMPERVIOUS= 40.8 SOD'. = 4,218 SQ.FT. OFF LOT AREA CALCULATIONS R/W: = 1,550 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 310 SQ.FT. SOD; = 258 SQ.FT. TOTAL AREA AREA = 8,680 SQ.FT. DRIVEWAY = 646 SQ.FT. SIDEWALK = 350 SQ.FT. SOD = 4,476 SQ.FT. LOT 231 LOT 236 LB -L censed 'u'iness LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk BFP-Backflow Preventer Sight Distance Easement S Survey PRM-Permanent 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 Water Meter O.R.-Official Records Book D4-Water Valve P.B.-Plat Book V-Fire Hydrant Pg.-Page RCM -Reclaimed Water Meter Elev.-Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m-Telephone Box SW -Sidewalk El -Electric Box FIFE -Finished Floor Elevation 0-Utility Pole CI -Curb Inlet O-Guy Pole GTI-Grate Top Inlet O-Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS-No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E.-Drainage/Utility Easement Coo -Clean Out FMGD-MAG NAIL & DISK CVD4-Irrigation Control Valve P.K.-Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKD-Set P.K._ & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod L87768 I->>•I-Existing Grade FIP-Found 1/2" Iron Pipe LB7768 C1-Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 ----Drainage Flow Direction FCM-Found 4"x4" Concrete 10.0-Proposed Design Grade Monument PRM L87778 10.2-As-Built/Existing Grade Note: Some items in above leaen may not be aDDlicable) N Description I Date I Dwn.) Ck'd I P.C. I Order No. PLOT PLA. LOT 232 N89'43'03"E 62.00' s NORTH BOUNDARY LINE OF LOT 235 N LOT 235 N AREA = 7,130 S.F. ± 12.0' 112.0' h } ' I A/C PAD 8.0' O L6 N 12.7 COVERED I11PATIO PROPOSED 1 STORY RESIDENCE 2638 GREEN SWALLOW WAY C6 1769 HAWKING ELEVATION - T o GARAGE - LEFT o FFE= 25.2 4.7 M = 20.0 Uo: A. _. Q0 13.3 PROPOSED_, WALK d W i a o. d LOT 233 14J LOT 234 I O1 O II 1^ I1 i 1 I 8.0' , d d ° 62. 00' S89"43'031W .. v a` PROPOSED 5' CONC SIDEWALK CENTER LINE 10' UTILITY EASEMENT (P) GREEN SWALLOW WAYCONC CURB 50' RIGHT—OF—WAY PRIVATE ROAD. _ 4 391.64 S89 43 03"W BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were token from engineering plans and are subject to survey. 3. 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) Ag9966b0yp o PL t 'QNLY T r. @I6-ttniifigg. YJ ASP S 7G-s D. Ceuj ' ` DA PROFESSIONAL,,S. 12t C UKPPER No. LS6915 NOT VAUD WITHOUT THE tIGNATURE AND THE ORIGINAL 8r 1 -1398 ZONIN0 A DATEES Ok to construct single family home with setbacks and impervious area shown on plan. q0. &'J- "- n(oc1 HAu*i 9 -T, GL PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone I.X. DESCRIPTION: LOT 235, 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 Geol Surveying, Inc. Drawn: JE Checked: JDL P.C.: Data File:BrissonEost-Plat Date: 01 /27/18 Dwg:BrissonEwt-totM Order No.: — SEC. 17 TWN. 20 S. - RNG. 31 E. Field Bk: RECORD COPY ELECTRIC Starlight Homes 1769 LOAD CALCULATION December 12, 2017 I. HVAC LOADS {NEC 2014 - 220.82(C)(3) - (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA IL GENERAL LOADS (NEC 2014 - 220.82(B)(1) - (4)) LIGHTING 1769 Sq Ft @ 3VA/Sq. Ft 5.31 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT O)NG 1.50 1.50 KVA 1 DRYER CIRCUIT J 5.00 5.00 KVA 0 STACK WASHER/DRYER m f6 5.00 1 WATER HEATER (1) F ' 4.50 4.50 KVA 0 WATER HEATER (2) S ;U 4.50 1 DISHWASHER DEPA 1.20 1.20 KVA 1 DISPOSAL(1) Q 0.80 0.80 KVA 0 DISPOSAL(2) 'f 9 p 0.80 0 RANGE/OVEN (1) 1 J 7.20 1 RANGE/OVEN (2) A 12.00 12.00 KVA COOKTOP CIRCUIT # ` 7.20 SUMMER KJTCHEN/JENA.iR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.81 KVA 1 ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.32 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2014 - 220.82(B)l 20.32 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.32 KVA TOTAL DEMAND LOAD {NEC 2014 - 220.82(A)) 30.71 KVA MINIMUM SERVICE SIZE 127.95 AMPS RECOMMENDED SERVICE SIZE 150 AMPS MiTek Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: WP0235 - WP0235 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610 4115 Customer Info: Starlight Homes Project Name: WP0235 Model: 1769 Lot/Block: 235 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.1 . Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 11 IT12986427JAl 1/17/18 118 1 T12986444 1 D1 1/17/18 i 12 1 T12986428 1 A2 1 1/17/18 119 1 T12986445 1 D2 1 1/17/18 13 1 T12986429 1 A3 1 1/17/18 120 1 T12986446 1 E1 1/17/18 14 1 T12986430 1 A4 1 1/17/18 121 I T12986447 J EJ3 1/17/18 15 1 T12986431 1 A5 1 1/17/18 122 1 T12986448 1 EJ5 1 1/17/18 I 1 T12986432 1 A6 1 1/17/18 123 1 T12986449 1 EJ7 1/17/18 17 IT12986433IA6B 1/17/18 FORD 1 1 1 1 18 1 T 12986434 1 A7B 1/17/18 19 I T12986435 I B1 1/17/18 110 I T12986436 1 BJ1 1 1/17/18 11 I T12986437 BJ3 1 1/17/18 112 I T12986438 1 BJ5 1 1/17/18 113 1 T12986439 1 C1 1 1/17/18 114 1 T12986440 C2 11 /17/18 115 1 T12986441 1 CJ3 1 1/17/18 16 1 T12986442 1 CJ5 1 1/17/18 17 1 T12986443 1 CJ7 1/17/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1+111 .1114,11 00 r sF '• ti ljllo 31 380 STATE OF :/Z OR N 11111 Thomas A. Albani PE No.39380 MiTek USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 17,2018 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply WP0235 T12986427 WP0235 Al Common , 11 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:02 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-101 DYtkgjFS6S?OQwk7r5jZSBtJ?QJgZ08xtEczuRDZ 12-7-1 19-0-0 25-4-15 31-11-9 38-0-0 9-0- 0- 6-0-7 6-6-10 6-4-1 5 6-4-15 6-6-10 6-0-7 -0- Scale = 1:66.3 5.00 F12 5x6 = 6 19 1 0 1.5x8 STP = io io n 14 cc 1J IL 1.5x8 STP = 3x8 _ 3x4 = 46 = 3x8 — 4x6 = 3x4 = 3x8 = 9-2-14 19-0-0 28-9-2 38-0-0 9-2-14 9-9-2 9-9-2 9-2-14 Plate Offsets (X,Y)-- 2:0-4-2,0-1-8], [4:0-3-0,Edge], [8:0-3-0,Edge], [10:0-4-2,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.26 12-14 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.54 14-16 835 180 BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:186lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 13-15: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Horz 2=-116(LC 13) Max Uplift 2=-389(LC 12), 10=-389(LC 13) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2932/2227, 3-5=-2677/2031, 5-6=-1859/1566, 6-7— 1859/1566, 7-9=-2677/2031, 9-10=-2932/2227 BOT CHORD 2-16=-1875/2641, 14-16=-1470/2173, 12-14=-1477/2173, 10-12=-1868/2641 WEBS 6-14=-771/1062, 7-14=-696/710, 7-12=-252/513, 9-12=-302/438, 5-14=-696/710, 5-16=-252/513, 3-16=-302/438 Structural wood sheathing directly applied or 3-0-6 oc puffins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 7-14, 5-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 19-0-0, Corner(3) 19-0-0 to 25-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 Ib uplift at joint 2 and 389 lb uplift at joint 10. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev, f 01OX2015 BEFORE USE. Deslgn valid for use only with MiTek® connectors. This design Is based only upon parametersshow), and is for an Individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Individual truss members only. Additional temporary and permanent bracing MiTek' buildingdesign. Bracing indicated Is to prevent buckling of web and/or chord is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of !fusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986428 WP0235 A2 rHip 2 1 Job Reference (optional) OUIIUtlIJ 1I1 —u—, 1 a... pa, ritim UIry, r1ullud 33000 1-0-p 5-6-0 1 11-6-10 17-0-0 v0 5.00 12 5x6 = 6 o. 13u 5 oep 1 o zul / NII I eK Ina uSlrles, Inc. vveff Jan 1 / 13:3t5:u3 zui tl I D: rfytRhmE Rah3zfiQRq KYR9zPC PY-mabbmDlJ UZaz49bcTRe4ex6g BHf E9q-jdogOm 21-0-0 26-5-6 32-6-0 38-0-0 9-0- 4-0-0 5-6-0 1-0-0 5x6 = 7 Scale = 1:68.8 2 146 1.5xB STP= 1. 16 15 11 — 1.5x8 STP= 3x8 = 3x4 = 46 = 3x4 — 3x4 — 4x6 = 3x4 = 3x8 = 1 7-7-8 17-0-0 21-0-0 30-4-8 38-0-0 7-7-8 9-4-8 4-0-0 9-4-8 7-7-8 Plate Offsets (X,Y)--[2:0-4-2,0-1-8),[6:0-3-0,0-2-4),[7:0-3-0,0-2-41,[11:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.49 13-15 915 240 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.81 13-15 554 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 11=1453/0-8-0 Max Horz 2=-104(1-C 17) Max Uplift 2=-377(LC 12), 11=-377(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2982/1969, 3-5=-2791/1853, 5-6=-2011/1369, 6-7=-1806/1320, 7-8=-2011/1369, 8-10=-2791/1853, 10-11=-2982/1970 BOT CHORD 2-18=-1735/2674, 16-18=-1284/2241, 15-16= 873/1806, 13-15= 1254/2241, 11-13=-1640/2674 WEBS 3-18=-220/381, 5-18=-290/504, 5-16=-646/552, 6-16=-314/516, 7-15=-314/516, 8-15=-646/552, 8-13=-291/504, 10-13=-220/382 PLATES GRIP MT20 244/190 Weight: 189 Ib FT = 20% Structural wood sheathing directly applied or 3-1-12 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectang!e 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 377 lb uplift at joint 2 and 377 lb uplift at joint 11. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is Lased only upon parameters shown. and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall brdlding design. Bracing indicated is to prevent buckling of individual truss web and/of chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabillty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Trrrs Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0235 T12986429 W P0235 A3 Hip 2 1 Job Reference (optional) Dulwels rlibtouunx, I dmpd, runt Uiy, riu wa 33566 a. i3u s oep ID Zu r 1 rvll I eK Inau5Lnes, inc. Wed Jan 1 / 13:315:04 eula rage 1 1 D: rfytRhmE Rah3zfiQRq KYR9zPCPY-E n9zzZmxFsiq hJAp 199JABfmlh2l uNessSQ_J UzuR DX 1-0-Q 7-4-11 15-0-0 23-0-0 30-7-5 38-0-0 9-0-p i-0-d 7-4-11 7-7-5 B-0-0 7-7-5 7-4-11 -0- Scale = 1:68.8 5.00 F12 5x8 = Sx6 = 5 6 1.5x8 STP = 16 1 ° 14 " 13 " 11 1.5x8 STP = 4x6 = 2x4 11 4x6 = 3x4 = 3x8 = 4x6 = 2x4 II 4x6 = 7-4-11 15-0-0 23-0-0 30-7-5 38-0-0 77 4-11 7-7-5 8-0-0 7-7-5 7-4-11 Plate Offsets (X,Y)-- [5:0-5-4,0-2-4],[6:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.43 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/t-P12014 Matrix-SH Weight: 185 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-6 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14, 5-13, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 9=1453/0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-363(LC 12), 9=-363(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2953/1875, 3-5=-2232/1435, 5-6=-1992/1402, 6-8=-2233/1435, 8-9=-2952/1875 BOT CHORD 2-16=-1620/2641, 14-16=-1620/2641, 13-14=-1005/1992, 11-13=-1528/2641, 9-11 =-1 528/2641 WEBS 3-16=0/314, 3-14=-718/668, 5-14=-198/502, 6-13=-190/502, 8-13=-717/669, 8-11=0/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2 and 363 lb uplift at joint 9. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFOREUSE. Design valid for use only with MITeka connectors. This design is based only upon parameters shown. and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building design. Bracing prevent ofIsalwaysrequiredforstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection andbracingoftrussesandtrusssystems, seeANSI/TPI I Quality Criteria, DSB-69 and BCSI Building Component Tampa, FL 33610 Safety Information available from TrussPlateinstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986430 WP0235 A4 Hip 2 1 Job Reference (optional) rsunaers rirseoource, i ampa, rune uny, rwrioa souuu a. i ov s oup 10 ev i r rwi i en if iuuau lea, M. YYev oaf I I / 10.00.— Lv 1 O raye I I D:rfytRhm E Rah3zfiQRq KYR9zPC PY-izi LAvmZOAghJSI? bsgYjM Bzr5NidgC?469XrxzuR D W 1-0- 7-0-1 13-0-0 19-0-0 25-0-0 30-11-15 38-0-0 9-0- o- 7-0-1 5-11-15 6-0-0 6-0-0 5-11-15 7-0-1 1-0- 5x6 = 4 2x4 I I 5x6 = 5 6 Scale = 1:67.6 I N q 0 1.5x8STP= 12 1.Sx8STP= 4x6 — 3x4 = 3x6 = 3x8 — 3x6 = 3x4 = 46 = 28-1-0 9-11-0 ' 9-1-0 9-1-0 9-11-0 Plate Offsets (X,Y)-- 4:0-3-0 0-2-4] [6:0-3-0 0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.27 12-14 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.51 12-14 884 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 180Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except` 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-359(LC 8), 8= 359(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2891/1864, 3-4=-2635/1703, 4-5=-2407/1591, 5-6=-2407/1591, 6-7=-2635/1703, 7-8=-2891 /1864 BOT CHORD 2-14=-1615/2601, 12-14=-1119/2118, 10-12=-1095/2118, 8-1 0=-1 522/2601 WEBS 3-14=-333/466, 4-14=-325/529, 4-12=-200/529, 5-12=-364/307, 6-12=-201/529, 6-1 0=-326/529, 7-1 0=-333/466 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 8. WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MilekO connectors. this design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual imss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and goperty damage. For general guidance regarding the fabrication, storage, delivery, erection and txadng of trusses and Irtiss systems, seeANSI/TPI I Quality Criterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallat,le from TreISS Plate Insfihite, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 WP0235 IA5 Nip 4 T12986431 I I I I I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:06 2018 I D:rfytRhmE Rah3zfi QRq KYR9zPCPY-A9GkO EnBnUyYxcKB9aCnFZk7GUk_M Bo9J mv5Nt 1-0-Q 5-2-3 11-0-0 19-0-0 27-0-0 32-9-13 38-0-0 Q9-0-Q i-0- 5-2-3 5-9-13 8-0-0 6-0-0 5-9-13 5-2--3 i -o 5,00 FIT 5x8 = 4 2x4 11 5 Sx8 = 6 Scale = 1:67.6 1.5x8 STP = 16 15 - 13 " 11 10 1.5x8 STP= 3x8 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 11 3x8 = 3x4 = 3x6 = 5-2-3 11-0-0 19-0-0 27-0-0 32-9-13 38-0-0 5-2-3 5-9-13 8-0-0 8-0-0 5-9-13 5--N Plate Offsets (X,Y)- [2:0-4-2,0-1-8],[4:0-5-12 0-2-8],[6:0-5-12 0-2-81[8:0-4-2 0-1-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.25 13 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0.48 11-13 925 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH PLATES GRIP MT20 244/190 Weight: 188lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except` TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1453/0-8-0, 8=1453/0-8-0 Max Horz 2=-70(LC 13) Max Uplift 2=-379(LC 8), 8=-379(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3001/1924, 3-4=-2558/1597, 4-5= 2872/1838, 5-6=-2872/1838, 6-7=-2558/1597, 7-8=-3001 /1925 BOT CHORD 2-16=-1700/2691, 15-16=-1700/2691, 13-15=-1240/2314, 11-13=-1200/2314, 10-11= 1603/2691, 8-10= 1603/2691 WEBS 3-15=-420/495, 4-15=-134/391, 4-13=-393/775, 5-13=-493/424, 6-13=-393/775, 6-11 =-1 34/391, 7-11=-420/496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-2-3, Extedor(2) 5-2-3 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcLlrrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ito uplift at joint 2 and 379 Ib uplift at joint 8. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1 av"015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Bet building design. Bracing Indicated is to prevent buckling or Individual IRISS web and/or chord rnernbers only. Additional temporary and permanent tracing MiTek` is always required for stabillty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fal rk:ation, storage, delivery, erection and bracing of trusses and fruss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0235 T12986432 W P0235 A6 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 5x6 = 5.00 12 3x4 = 5 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:07 2018 I D: rtytR hmE 4x6 = 3x4 = 6 7 Sx6 = 8 Scale = 1:67.6 1.Sx8 STP = 16 15 14 13 12 1.5x8 STP= 3x8 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 9-0-0 19-0-0 29-0-0 38-0-0 9-0-0 10-0-0 10-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], 14:0-3-0,0-2-41, [6:0-3-0,Edge], [8:0-3-0,0-2-4], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.30 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.62 12-14 >728 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.16 10 ri/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 177lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (lb/size) 2=1453/0-8-0, 10=1453/0-8-0 Max Harz 2=58(LC 16) Max Uplift 2=-399(LC 8), 10=-399(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2925/1861, 3-4=-2710/1679, 4-5=-2497/1595, 5-7=-3397/2053, 7-8=-2497/1595, 8-9=-2710/1679, 9-10= 2925/1861 BOT CHORD 2-16=-1627/2618, 14-16=-1843/3312, 12-14=-1824/3312, 10-12=-1533/2618 WEBS 3-16=-185/356, 4-16=-440/779, 5-16=-1025/616, 5-14=0/262, 7-14=0/262, 7-12=-1025/615, 8-12=-440/779, 9-12=-185/356 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 39-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 399 lb uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. 1111_ Design valid for use only with MITe 6 connectors. this design is based only upon parameters shown, and is rot an individual building component, not amatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall is to buckling individual truss web and/or chord rnembers only. Additional temporary and permanent bracing MiTek` building design. Bracing indicated prevent of is always required for stability and to prevent collapse with posslbte personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd, fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street Suite 312, Alexandria- VA 22314. W P0235 I A6B p Type I Oty I Ply W P0235 T12986433 1 1 1 Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:08 2018 Page 1 I D:rfytRhm E Rah3zfi O Rq KYR9zPC PY-7YO UpwpRJ5C FAwTaG_EFL_pXUI RTg7uSm4OBSGzuR D7 1-0-Q 5-8-11 9-0-0 15-9-3 22-2-13 28-8-8 29 -0 32-3-5 38-0-0 9-0- i-O- 5-8-11 3-3-5 6-9-3 6-5-11 6-5-11 0- -8 3-3-5 5-B-11 0- d0 5x8 = 5.00 12 4 3x4 = 3x6 = 3x4 = 5 6 7 5x8 = 8 Scale = 1:67.6 1.5x8 STP= 19 1817 16 15 1413 12 1.5x8 STP= 3x8 = 3x4 = 1.5x8 STP= 3x4 = 1.5x8 STP= 3x4 = 3x8 = 3x6 = 3x6 = 6x8 = 6x8 = 9-0-0 12-4-0 12 -5 19-0-0 25-0-0 25 5 11 29-0-0 38-0-0 9-0-0 3-4-0 0-2-5 6-5-11 6-0-0 0- - 1 3-6-5 9-0-0 Plate Offsets (X,Y)-- 2:0-4-2,0-1-81, [4:0-5-12,0-2-8], [8:0-5-12,0-2-8], [10:0-4-2,0-1-8], [13:0-2-6,0-1-81, [18:0-2-6,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.14 2-19 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.29 2-19 499 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 184 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0. Ib) - Max Horz 2=-58(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2=-114(LC 12), 10=-191(LC 13), 17=-410(LC 9), 15=-131(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=347(LC 23), 10=623(LC 24), 17=1359(LC 1), 15=623(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-370/663, 7-8— 209/306, 8-9=-654/533, 9-10=-902/738 BOT CHORD 17-19— 145/306, 15-16=-113/375, 14-15=-113/375, 12-14=-219/582, 10-12=-509/787 WEBS 3-19=-299/421, 4-19=-201/363, 8-12=-239/438, 9-12=-265/397, 4-17=-817/564, 5-17=-883/634, 5-16= 196/382, 7-16= 272/292, 7-14=-257/154, 8-14=-553/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 39-0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 191 lb uplift at joint 10, 410 lb uplift at joint 17 and 131 lb uplift at joint 15. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev- 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design Is based only upon parameters shown, and is for an Individual building component not a truss system. Before use, the building designer muss verify the applicability of design parameters and properly Incorporate this design Into the overall Bet WOWbbuildingdesign. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with passible personal injury and property damage. for general guidance regarding the fatxication, storage., delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from TFLMS Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tarripa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986434 WP0235 A713 Nip Girder 1 1 Job Reference o tional liuvaers t-Irstbource, I ampa, flant city, rlonda 335ee 8.13u s Sep 1 b tut i MI I eK Industries, Inc. wea Jan 11 1 J:Liu:1 u 2u18 rage 1 ID:rfytRhmERah3zfiORgKYRgzPCPY-3xW EEcgigiSzPEdyOPGjQPun666gl2PIEOtI W 8zuRDR 1-O-Q_ _3=4-2 7-0-0 13-0-14 19-0-0 24-11-2 31-0-0 34-7-14 38-0-0 9-0-0 0--(i 3-4-2 3-7-14 6-0-14 5-11-2 5-11-2 6-0-14 3-7-14 3-4-2 -0- qI 0 5.00 12 5x8 = 3x4 = 5x6 = 3x4 = 4 19 20 5 21 22 6 23 24 7 25 26 5x8 = 8 Scale = 1:67.6 27 28 17 '- 29 30 "" 31 32 13 33 34 3x6 = 3x4 = 1.5x8 STP - 3x8 = 1.5x8 STP = 3x4 = 3x6 = 3x6 = 3x6 = 6x8 = 6x8 = 7-0-0 12-0-0 1 -0-1 19-0-0 24-8-0 24-11-2 31-0-0 38-0-0 7-0-0 5-0-0 -0-1 5-11-2 5-8-0 0- -2 6_ _4 7-0-0 Plate Offsets (X,Y)--[4:0-5-12,0-2-81,16:0-3-0,0-3-0],18:0-5-12,0-2-8],[14:0-3-8,0-3-01,[16:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.05 2-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.10 2-18 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.03 10 r1/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 187 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-14, 4-16 REACTIONS. All bearings 0-8-0, Ib) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-243(LC 8), 10=-248(LC 9), 14=-754(LC 4), 16= 738(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=709(LC 19), 10=709(LC 20), 14=2133(LC 20), 16=2190(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1195/433, 3-4=-1031/362, 4-5=-141/528, 5-6=-362/156, 6-7=-362/156, 7-8= 131/528, 8-9=-1031/375, 9-10=-1195/446 BOT CHORD 2-18=-393/1057, 16-18=-292/954, 15-16=-528/226, 14-15=-528/242, 12-14=-267/954, 10-12= 358/1057 WEBS 4-18=-125/690, 8-12=-125/690, 8-14=-1645/555, 4-16=-1645/567, 7-14=-1154/575, 5-16=-1154/575, 7-15= 316/990, 5-15=-316/990, 6-15=-590/367 NOTES- 1) Unbalanced 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. 11, Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 248 lb uplift at joint 10, 754 lb uplift at joint 14 and 738 Ito uplift at joint 16. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 134 lb up at 7-0-0, 105 Ito down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11-0-12, 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-0, 105 lb down and 107 Ito up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11-4, 105 lb down and 107 lb up at 26-11-4, and 105 lb down and 107 Ito up at 28-11-4, and 124 Ito down and 134 lb up at 31-0-0 on top chord, and 429 lb down and 182 lb up at 7-0-0, 81 Ito down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-0, 81 Ito down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 26-11-4, and 81 Ito down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek0 connectors. this design is based only upon parametersshomi. and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is 10 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' preventIs always required for stability and to prevent collapse with lossibfe personal "injury and property damage. For general guidance regarding the fabrication" storage, delivery, erection and bracing of trusses and Imss systems, seeANSI/71I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 SafetyInformationavallablefromTrussRatetnstihrte. 218 N. Lee Street, suite 312. Alexandria, VA 22314. W P0235 Truss Truss Type A78 Hip Girder , Qty I Ply T12986434 Builders FirstSource, 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:10 2018 Page 2 ah3zfiORgKYR9zPCPY-3xW EEcgigiSzPEdyOPGjQPun666ql2PIEOtIW8zuRDR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 4=-105(B) 8=-105(B) 18=-429(B) 12=-429(B) 16=-58(B) 7=-105(B) 5=-105(B) 15=-58(B) 6=-105(B) 19=-105(B) 20= 105(B) 21= 105(B) 22=-105(B) 23=-105(B) 24=-105(B)25=-105(B) 26=-105(B)27=-58(B) 28= 58(B) 29=-58(B) 30= 58(B) 31= 58(B) 32= 58(B) 33= 58(B) 34= 58(B) WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek9 connectors. this design Is based only upon parameters shown, and is for an Individual building component, not hd a lruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall No building design. &acing Indicated is to prevent truckling of individual truss web and/or chord members only. Additional lernporary and permanent tracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI 8ullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WP0235 T12986435 WP0235 B1 Roof Special Girder 1 nG Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:12 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq_9MvoYnlwV1 hhMPblzuRDP it-O-Q 7-1-8 9-4-0 11-8-0 17-11-9 24-4-15 31-0-0 38-0-0 39-0-Q f- 0- 7-1-8 2-2-8 2-4-0 6-3-9 6-5-5 6-7-1 7-0-0 1-0-0 5x6 = 5. 00 12 5x6 = i2x4 \\ 4 5 2x4 II I v' a 03x4 = 3x6 = 5x8 = Scale = 1:70.1 1. 5x8 STP = 17 16 is 24 25 26 14 1327 28 29 12 1.5x8 STP = 3x6 = 3x8 = 4x6 = 3x8 = 3x4 = 3x6 = 2x4 I 3x6 = 9- 4-0 17-11-9 24-4-15 31-0-0 38-0-0 9- 4-0 8-7-9 6-5-5 6-7-1 7-0-0 Plate Offsets (X,Y)-- [9:0-5-12,0-2-8] LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.38 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.71 14-15 >629 180 BCLL 0.0 * Rep Stress Incr NO WB 0.54 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 353lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7- 9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2 *Except* 8-11-11 oc bracing: 14-15. 13- 16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1910/0-8-0, 10=2510/0-8-0 Max Horz 2=60(LC 8) Max Uplift 2= 521(LC 5), 10— 852(LC 9) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4018/1178, 3-4=-3819/1168, 4-5=-3792/1155, 5-6= 7155/2339, 6-8=-7155/2339, 8- 9=-7301/2463, 9-10= 5548/1866 BOT CHORD 2-17= 998/3612, 15-17=-1587/5417, 14-15=-2340/7301, 12-14=-1633/5039, 10- 12_ 1628/5007 WEBS 4-17=-854/2820, 5-17=-3124/1075, 9-12=-105/712, 9-14= 804/2479, 5-15= 695/2025, 8- 14=-686/420, 6-15=-523/308, 8-15=-467/553 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi= 0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL= 1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 852 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 107 lb up at 18- 11-4, 145 lb down and 107 lb up at 20-11-4, 145 lb down and 107 lb up at 22-11-4, 145 lb down and 107 lb up at 24-11-4, 145 lb down and 107 lb up at 26-11-4, and 145 lb down and 107 lb up at 28-11-4, and 166 lb down and 134 lb up at 31-0-0 on top chord, and 81 lb down at 18-11-4, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 24-11-4, 81 lb down at 26-11-4, and 81 lb down at 28-11-4, and 429 lb down and 182 lb up at 30-11-4 on bottom chord. The design/selection of such connection WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MFiek(Dconneclois. this design Is based only upon parameters shown. and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parareters and properly incorporate this design Into the overall Bracing indicated is to buckling Individual truss web and/or chord members only. Additional temporary and perrnanent bracing MiTek buildingdesign. prevent of Is always required for slatAlify and to prevent collapse wilt) possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610 SafetyInformationavailablefromTrussPlateinsfihde, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986435 WP0235 B1 Roof Special Girder 1 nL Job Reference (optional) bufaers rlrstbource, I ampa, Flan[ Glty, t-lorlda 33566 8.130 s Sep 15 2017 Mi I eK Industries, Inc. Wed Jan 17 13:38:12 2018 Page 2 ID:rfytRhmERah3zfiORgKYR9zPCPY-?Je?elsyMKihfXnLVgIBVq_9MvoYmwV1 hhMPbizuRDP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-9=-54, 9-11=-54, 2-10=-20 Concentrated Loads (lb) Vert: 9=-105(F) 12=-429(F) 18=-105(F) 19=-105(F) 20=-105(F) 21=-105(F) 22=-105(F) 23=-105(F) 24= 58(F) 25=-58(F) 26=-58(F) 27=-58(F) 28=-58(F) 29=-58(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with Mllek0 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the alx licability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Iruss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986436 WP0235 BJ1 Jack -Open 12 1 Job Reference (optional) Builders FlrstSource, Pampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 ID:rfytRhmERah3zfiORgKYR9zPCPY-TW BNseta7dgYGhMX3YgQ22W UOJIeVV8BwL5y7TzuRDO 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:6.5 2x4 = 1.5x8 STP = 1-0-0 1 0-0 Plate Offsets (X,Y)-- 12:0-1-14,0-0-10] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5lb FT=20! LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-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- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek6 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromTrussPlateInsfitrrte, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply W P0235 T12986437 W P0235 BJ3 Jack -Open , 10 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x4 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:13 2018 Page 1 I D:rfytRhmE Rah3zfiQRq KYR9zPC PY-T W BNseta7dgYGhMX3YgQ22 W TuJ HbVV8 BwL5y7TzuRDO 3-0-0 3-0-0 Scale = 1:10.8 1.5x8 STP = r 3-0-0 3-0-0 Plate Offsets (X,Y)-- 2:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 42 lb uplift at joint 3 and 72 lb uplift at joint 2. WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11.7473 rev. 10103,2015 BEFORE USE. Design valid for use only with MiTek® connectors, this design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. &acing Indicated is to prevent buckling of individual truss web and/or chord rnembers only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage., delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromTrussPlateinslihrte. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. I Job Truss Truss Type Qty Ply W P0235 T12986438 W P0235 BJ5 Jack -Open . 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x8 = 1.5x8 STP= 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:14 2018 Page 1 I D: rfytR hmE Rah3zfiQRq KYR9zPCPY-xi II3_tC uxzPurxkd F LfaF3ZQjax EyOK9?rW fvzuR DN 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017I P12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Herz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10IV312015 BEFORE USE. Design valid for use only with MilekO connectors. This design Is based only upon parameters shown, and is for an Individual Wilding component, not N a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Individual truss members only. Additional temporary and permanent bracing MiTek' building design. Bracing indicated is to prevent buckling of web and/or chord Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fatxication, storage, delivery, erection and bracing of trusses and taus systems, seeANSt/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TRW Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986439 W P0235 C1 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 M111 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 I D: rtytRhm E Rah3zf iQRq KYR9zPC PY-PuJ 7HJ ugfF5G W? W wAysu7Tckb7pDzNAU Nfa3 BMzu RDM 8-4-0 10-4-0 12-8-6 18-8-0 2-4-6 2-0-0 2-4-6 5-11-10 3x4 = 3x6 11 3x4 = Scale = 1:33.3 Io 1.5x8 STP = _ 9 1.5x8 STP = 3x8 = 4x6 1.5x8 STP = 3x8 = 3x8 = 8-4-0 10-4-0 13-4-0 18-8-0 8-4-0 2-0-0 3-0-0 5-4-0 Plate Offsets (x,Y)-- [2:0-4-2,0-1-8],[4:0-2-0,0-2-1 11,[6:0-2-0,0-2-11),18:0-4-2,0-1-8],[11:0-2-0,0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 2-10 >898 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.36 2-10 >417 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 76 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=575/0-8-0, 2=703/0-8-0, 9=126/0-8-0 Max Horz 2=60(LC 16) Max Uplift 8=-162(LC 13), 2= 198(LC 12), 9=-7(LC 13) Max Grav 8=575(LC 1), 2=703(LC 1), 9=159(1-C 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/826, 3-4=-820/646, 4-5=-721/610, 5-6=-721/610, 6-7=-817/653, 7-8=-1060/881 BOT CHORD 2-10=-700/938, 9-10= 678/913, 8-9=-678/913 WEBS 3-10=-278/395, 5-10=-358/416, 7-10=-252/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 8, 198 lb uplift at joint 2 and 7 Ito uplift at joint 9. WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 1010312016 BEFORE USE. Design valid for use only with Milek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Is to buckling Individual truss and/or chord members only. Additional temporary and permanent bracing MiTek` building design. Bracing indicated prevent of web is always required for stability and to prevent collapse with possible personal fnfury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of Trusses and fruss systems, se.eANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component Tampa, FL 33610SafetyInformationavailablefromTFUSSPlateInstitute., 218 N. Lee Street Smite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986440 W P0235 C2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:15 2018 Page 1 I D:rfytRhm E Rah3zfiQRq KYR9zPC PY-PuJ7HJugf F5G W ? W wAysu7Tcjl7rhzKeU Nfa3BMzuRDM 1-0-0 6-4-0 12-4-0 18-8-0 1-0-0 6-4-0 6-0-0 6-4-0 Sx8 = 4x6 = Scale = 1:33.5 Io: 1.5x8 STP = 2x4 11 3x4 = 6 1.5xB STP = 3x8 = 1.5x8 STP = 3x6 = 3x4 = 6-4-0 12-4-0 13-4-0 18-8-0 6-4-0 6-0-0 1-0-0 5-4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.61 BCLL 0.0 Rep Stress Incr YES WB 0.32 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=337/0-8-0, 2=603/0-8-0, 6=464/0-8-0 Max Horz 2=49(LC 16) Max Uplift 5=-87(LC 13), 2=-173(LC 8), 6=-99(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-885/581, 3-4=-398/390, 4-5=-512/322 BOT CHORD 2-9=-460/748, 7-9= 461/758, 6-7=-180/406, 5-6=-180/406 WEBS 3-9=-19/282, 3-7=-426/319, 4-7=-159/264 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.06 2-9 >999 240 MT20 244/190 Vert(CT) -0.09 7-9 >999 180 Horz(CT) 0.02 5 n/a n/a Weight: 75 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Extedor(2) 5-0-0 to 18-4-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 5, 173 lb uplift at joint 2 and 99 lb uplift at joint 6. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Mill" Design valid for use only with Mileka connectors. This design Is based only upon parameters shown, and is for an individual building component, not a buss systern. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing MiTek' building prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage., delivery, erection and bracing of trusses and truss systems, se.eANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromTIMEPlateIns6lute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986441 WP0235 CJ3 biagonal HipGirder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ek Industries, Inc. Wed Jan 1 / 13:38:16 2018 Hage 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-u4tW UfvSQYD78946kgN7fg8z4WJvistdcJKdkozuRDL 1-5-0 3-2-14 1-5-0 3-2-14 Scale = 1:9.2 2x4 = 3-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ved(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 12 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=31/Mechanical, 2=201/0-10-15, 4=28/Mechanical Max Horz 2=58(LC 4) Max Uplift 3=-17(LC 19), 2= 94(LC 4) Max Grav 3=45(LC 32), 2=201(1-C 1), 4=57(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope), cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 Ito uplift at joint 3 and 94 Ito uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, and 68 lb down and 85 lb up at 1-4-15 on top chord, and 1 lb down at 1-4-15, and 1 lb down at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MI1ek6 connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Additional temporary and permanent bracing MiTekbuildingdesign. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986442 WP0235 CJ5 Ibiagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 17 13:38:17 2018 Page 1 I D: rfytRhm E Rah3zfiQRq KYRgzPC PY-MH Rui?w5BsL_I I fJ I N uMC uhz 1 wYaRJ7mrz3AGEzuRDK 1M 3-9-9 7-0-2 3-9-9 3-2-8 3x6 = 7-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 2-4 756 240 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.18 2-4 440 180 BCLL 0.0 * Rep Stress Incr NO W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 2=352/0-10-15, 4=75/Mechanical Max Horz 2=100(LC 8) Max Uplift 3=-91(LC 12), 2= 159(LC 8) Max Grav 3=158(LC 1), 2=352(LC 1), 4=120(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:16.2 PLATES . GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 159 lb uplift at joint 2. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. this design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord mernbers only. Additional ternporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986443 WP0235 CJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-5-0 i 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:18 2018 Page 1 I D:rfytRhmE Rah3zfiQRq KYR9zPC PY-qT?GvLxjyATrNSEVs5Pbl5E H PKwt Akhw4d pj ogzuR DJ 9-10-1 2-9-9 2x4 = 2x4 = cxn 11 5 2x4 \\ Scale = 1:21.2 7-0-8 9-10-1 7-0-8 2-9-9 Plate Offsets (X,Y)-- [2:Edge,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 2-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 39 lb FT = 20 /o LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=14/Mechanical, 2=445/0-10-15, 5=400/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-35(LC 22), 2=-145(LC 4), 5=-154(LC 8) Max Grav 4=29(LC 18), 2=445(LC 1), 5=400(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-593/161 BOT CHORD 2-7=-206/527, 6-7=-206/527 WEBS 3-6=-696/272, 3-7=0/359 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4, 145 lb uplift at joint 2 and 154 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb lip at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 Ib up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-75(F=-38, B=-38) 7=-36(F=-18, B=-18) 8=44(F=22, B=22) WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valld for use only with MiTekm connectors. this design is Ixised only upon paramelers shown, and is for an Individual building component, not M a truss sysiem. Before-; use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ppbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord rnembers only. Additional temporaryand permartr nt bracing MiTek' is always required for stabilily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Fabrication, storage, delivery, erection and bracing of trusses and IRISS systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallahle. from Truss Plate. Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986444 WP0235 D1 Roof Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:19 2018 Page 1 I D:rfytRhmE Rah3zfiQRq KYR9zPC PY-IfZe6hxLjTbh?cphPowq HJmOykF3v9V31 HYHL7zuRD I 1-0-0 6-8-0 9-0-0 13-0-0 14-4-0 18-8-0 1-0-0 6-8-0 2-4-0 4-0-0 1-4-0 4-4-0 Scale = 1:34.1 4x6 = 2 12 i 7 N it s Iao 10 a 8 1.5x8 STP = 3x4 = 3x4 = 9 2x4 1.5x8 STP = 4x6 = 1.5x8 STP = 3x4 = 3x4 = 6-8-0 10-6-0 13-0-0 14-4-0 18-8-0 6-8-0 3-10-0 2-6-0 1-4-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.09 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 2-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 78 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=164/0-8-0, 2=530/0-8-0, 9=710/0-8-0 Max Horz 2=51(LC 12) Max Uplift 7=-68(LC 13), 2=-152(LC 12), 9=-176(LC 13) Max Grav 7=176(LC 24), 2=530(LC 1), 9=71 O(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-672/597, 3-4=-604/636 BOT CHORD 2-11=-407/550, 9-11= 527/617 WEBS 3-11=-111/265, 5-9=-269/231, 4-9=-654/527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Extenor(2) 5-0-0 to 6-8-0, Corner(3) 6-8-0 to 18-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 7, 152 lb uplift at joint 2 and 176 lb uplift at joint 9. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTekG connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate This design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Wale Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986445 W P0235 D2 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 S 6-8-0 4x6 — 4-4-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:20 2018 Page 1 I D:rfytRhm E Rah3zfiORq KYR9zPC PY-ms7OK1 yzU njYcmOtzW S3q W J b?8S6eaYDXxlgtZzu RDH 5-4-0 2-4-0 ' 1-0-0 Scale = 1:34.2 1.5x8 STP = 4x6 — 3x4 2x4 9 4x6 — 1.5x8 STP = 3x4 — 1.5x8 STP = 3x4 — 6-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1-25 TC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 Rep Stress Incr NO WB 0.41 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=590/0-8-0, 6=372/0-8-0, 9=490/0-8-0 Max Horz 2=44(LC 8) Max Uplift 2=-163(LC 8), 6=-127(LC 5), 9=-117(LC 9) 4-4-0 13-4-0 16-4-0 18-8-0 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL)-0.1010-12 >999 240 MT20 244/190 Vert(CT)-0.1710-12 >889 180 Horz(CT) 0.02 6 n/a n/a Weight: 80 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. flb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-841/207, 3-4=-803/202, 4-5=-321/112, 5-6=-370/107 BOT CHORD 2-12=-131/704, 10-12=-303/1088; 9-10=-285/1044, 8-9=-285/1044, 6-8=-70/330 WEBS 3-12=-44/349, 4-12=-449/214, 4-10=-308/125, 4-8= 796/325 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2, 127 lb uplift at joint 6 and 117 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 23 lb up at 13-7-4, and 20 lb down and 23 lb up at 15-7-4, and 86 lb down and 93 lb up at 16-4-0 on top chord, and 13 lb down at 13-7-4, and 13 lb down at 15-7-4, and 20 lb down at 16-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-7=-54, 2-6= 20 Concentrated Loads (lb) Vert: 5=24(F) 8= O(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MII-7473 rev. 10103,2015 BEFORE USE. - Design valid for use only with MiTek@ connectors. This design is based only upon parameters shoum, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design pararneiers and properly incorporate this design into the overall Abuildingdesign. Bracing Indicated is to Prevent buckling of individual truss web and/or chord members only. Additionat temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricailon, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply WP0235 T12986446 WP0235 E1 Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2011 MI I eK Industries, Inc. Wed Jan 17 13:38:21 2018 rage 1 ID:rfytRhmERah3zfiORgKYRgzPCPY-E2gPXNzbF5rPEwz4XDzlMkspeXw7N6JMmb1 NP?zuRDG 1-0-0 5-0-0 8-4-0 13-4-0 1-0-0 5-0-0 3-4-0 5-0-0 4x6 = 4x6 = Scale = 1:24.3 1.5x8 STP = 2x4 11 2x4 11 1.5x8 STP = 3x4 = 3x4 = 5-0-0 5-0-0 8-4-0 3-4-0 1:3-4-u 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 48lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=721/0-8-0, 2=801/0-8-0 Max Horz 2=41(LC 12) Max Uplift 5=-243(LC 9), 2=-274(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1413/482, 3-4= 1250/454, 4-5=-1411/478 BOT CHORD 2-7=-403/1238, 6-7=-400/1250, 5-6=-402/1238 WEBS 3-7=0/307, 4-6=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 5 and 274 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 lb down and 185 lb up at 5-0-0, and 60 lb down and 87 lb up at 6-8-0, and 188 lb down and 185 lb up at 8-4-0 on top chord, and 116 lb down at 5-0-0, and 52 lb down at 6-8-0, and 116 lb down at 8-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4= 54, 4-5=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3= 141(F)4=-141(F) 7=-72(F) 6= 72(F) 8=-60(F) 9=-26(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only wifl7 MiTek9 connectors. this design is based only upon parameters shown, and is for an individual !wilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent coilcpse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Bom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tama, FL 33610 Job Truss Truss Type Qry Ply WP0235 T12986447 W P0235 EJ3 Jack -Open. 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 2x4 = 1.5x8 STP = 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:21 2018 Page 1 ID:rfytRhmERah3zfiQRgKYR9zPCPY-E2gPXNzbF5rPEwz4XDzlMksrtX10N77Mmb1 NP?zuRDG 2-4-0 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=28/Mechanical, 2=168/0-8-0, 4=19/Mechanical Max Horz 2=49(LC 12) Max Uplift 3=-27(LC 12), 2=-74(LC 8) Max Grav 3=28(LC 1), 2=168(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VLllt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 74 lb uplift at joint 2. WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE 111II-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTekC connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall indicated is 10 buckling individual Truss web and/or chord members only. Addllionai tempi,)rary and permanent bracing MiTek' building design. Bracing prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parka East Blvd. fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailaNefromTrussPlateInstihrte, 218 N. Lee. Street.Sulte 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply WP0235 T12986448 WP0235 EJ5 Jack -Open, 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 3x8 = 1.5x8 STP= 8.130 s Sep 15 2017 MI I ek Industries, Inc. Wed Jan 11 13:38:22 2016 Page 1 I D: rfytRhm E Rah3zfiQRgKYR9zPC PY-i E E nij_DOOzGs4YG5xU XvxOxPxJo6aM W ?FnxxSzuR DF 5-0-0 Scale = 1:14.9 Plate Offsets (X Y)-- 12 0-8-0 0-0-10] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(ILL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0-00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 17lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2= 75(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (!b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. WARMING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. qp Design valid for use only with MiTek connectors. This design is based only upon parameters :shown, and is for an individual [wilding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall gg !!!! building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Intormat on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply WP0235 T12986449 W P0235 EJ7 Jack -Open, 20 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 17 13:38:23 2018 Page 1 I D:rfytRhmERah3zfiORgKYR9zPCPY-ARo9y3_rni57TD7See?mS9xONLaprl cfDvW UUuzuRDE 1-0-0 7-0-0 1-0-0 7-0-0 Scale = 1:19.8 0 1 3x8 = 4 1,5x8 STP — 7-p-0 Plate Offsets (X Y)-- [2:0-8-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.13 2-4 >594 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rl/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP 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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85 Ib uplift at joint 2. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. MV12015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Bracing Indicated Is to buckling individual truss web and/or chord i nembers only. Additional tern porary and pefrnanent bracing MiTek` building design. prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and miss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from TILMS Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3j4' 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. 0-71d' For 4 x 2 orientation, locate plates 0-'114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1 : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS o C1-2 C2-3 c ro 4WEBS c 0 x >> 3 U O C7-8 C6-7 CSb BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and 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. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural 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 oll respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, if no ceiling is installed, unless otherwise noted. 15, Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20, Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. c 4 BEARING HEIGHT SCHEDULE CD m EJ3 CS) m nij5 BJS A7B H6B A5 A3 A2 A I NOTES: RI 1.) REFER TO HID qI (RE60MMENDATION5 FOR HANDLING INSTALLATION AND TEMPORARY BRACING.) Al REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2) ALL TRU55B (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR Al ALTERNATE BRACING REQUIREMENTS. 3.) ALL VALLEY5 ARE TO DE CONVENTIONALLY Al FRAMED BY BUILDER. RI 4.) ALL T?U513E5 ARE DESIGNED FOR 2'o,G. MAXIMUM 5PAGIN6, UNLE55 OTHERWISE NOTED A 1 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD BEARING. UNLE55 OTHERWISE NOTED, F11 6) 5Y42 TFU55E5 MUST DE INSTALLED WITH THE TOP BEING UP, A 1 7.) ALL ROOF TRU55 HANGERS TO DE 5IMP50N HTU26UNLE55OTHERWISE NOTED. ALL FLOOR TRI.65 HANGERS TO DE 5IMP5ON A] THA422 UNLE55 OTHERWISE NOTED B.) BEAM/HEADER/LINTEL (HPR) TO BE Ap FURNISHED 13Y BUILDER. A3 . .. ........ SHOP DRAWING APPROVAL TH15 LAYOUT 15 THE 50LE 50URCE FOR FABRICATION OF m TRU55E5 AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TkU55 LAYOUTS. REVIEW AND APPROVAL OF TH15 LAYOUT MUST AS DE RECEIVED BEFORE ANY TRU55E5 WILL DE DUILT. VERIFY ALL CONDiTION5 TO INSURE AGAINST CHAN6E5 THAT WILL RESULT A6 IN EXTRA CHARGES TO YOU lrtry Date BICF, 5 J3 cp ApF ... ad b pa, clBJ I C2 Builders DI FirstSource Z' 1 i D2 Orlando B J TI-- Ae 21-L CID PHONE: 407-651-2100 FAX. 407-651-7111 El Plant City CIP Bil 1. 1E CS) m PHONE 813-759-5`151 FAX: 513-752-1532 BUILDER: Starlight Homes 38- 0 VADEL 1769 Hawking T EE64 APHE55 WP0235 m-rc- 11- 7-17 1 Josh Vt ,/ RECORD COPYCityt,Ql' Sanford, Building and Fire Prevention Permit # Product Approval Specification Form 1 8 - 1 3 9 8 Project Location Address DING\ ORD 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 F L9174-R 12 Roll Up Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 4 Category/Subcategory A " "' `` I" N. " Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal) ' 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC 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) 4 .ri June 2014 1/2/2018 Florida Building Code Online BCIS Home Log In E User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear. d Flo(idaONr M Product Approval USER: Public User rHx& Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15036 R2 COI (b) Cert of Indeoendence.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Equiv (b) Equivalency of Standards odf https:// www.floridabuilding.org/pr/pr_app_dti.aspx 1 / 3 1/2/2018 Florida Building Code Online i; Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summery of Products Model; Number or Naive ' Description 115036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / i Inswing (X) Configuration j Limits of Use I Installation Instructions11% 1 Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 Non "Non036.2 b. ClassicCraft Fiberglass Door 6'8 -Impact" Opaque Single Fiberglass Door with - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 16'8 "Non -Impact" Opaque Single Fiberglass Door with "Non- Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions j Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non- a" Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.S.df s i c d - I Pa icu rs. 15036.6 f. ,ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door-,_Outswing Inswing (X) Configuration s Limits of Use' Installation Instrucf ons`- Approved for use in HVHZ; Yes FL15036 R2 -II (a) Inst 15036.E odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt; P.E. 43409' Impact Resistant_: No Design Pressure: N/A Created by Independent Third Party: Yes p` Other: See INST 15036.E for, Design Pressure-Ratings„any, additional use limitations, installation instructions and product Evaluation Reports FL1S036 92 AE (a) Eval 1503E 6 odf Created by In_dependen_t Third Party: Yes w particulars., 1 /2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL15036 R2 II (a) Inst 15036.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h'. ClassicCraft Fiberglass Door 8'0 "Non-Impact"Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 i. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes i FL15036 R2 II (a) Inst 15036.9.odfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.I2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j., ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass -Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II .(a) Inst'15036.10 oddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2+ AE (a) Eval 15036.10.Ddf additional use limitations, installation instructions _and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<- supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: M M eCxc fm Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Eneineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.E require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt; P.E S®aa pgga®gg® Signed & Sealed by Lyndon F. Schmidt, P.E. ® a No 43409 . 7 S fAT, s OF e4 w Lyndon F. Schmidt, P.E. C? "• c e FL PE No. 43409 O ! J : `° y 10/16/2017 PotsaRauupL FO THERMANTRU° DOORS Classic -Craft FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Door panel details Horizontal cross sectionsMVerticalcrosssections Buck and frame anchoring - 2X buck masonry construction Frame anchoring - IX buck masonry construction Bill of Materials & Components r_ 37.5' MAX. OVERALL WIDTH z z 3 3 5 O O w w w = LL Fie K w O > O Q Q i :E b P `0O• SWING OVER FRAME DIMENSION DESIGN PRESSURE WSR POSITIVE: • NEGATIVE;f INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 scALe N.T.S. owc. sr: JK LFS FL-15036.6 a 1 or 7 41 EXTERIOR 42 =N z Niip Y'•. .' Gj: a g m n In In Z o m o 71111 11\ , U N z v Z_ GZU INTERIOR 46 0 8 uo°a 9 m c a1NRmM) m UG. t m m e c i HORIZONTAL CROSS SECTION o ; $ z D 2 Q C JD36.0" MAX. DOOR PANEL WIDTH N 2 c a 2 / oO O N J W 4EXTERIOR INTERIOR m a W LL .11 30" o 0 o wiI 1.48" I I r 0 a Z O A U U 2 O m v di p42 TOP RAIL 43 LATCH Si1LE $ v n Lo cV Z v vi W W O r- j WO O i ti W 2U N 8 40 DOOR PANEL Classic crok v a `- EllN NOTE: WOOD DOOR COMPONENTS: OAK (SIG >=0.67) 45 w - u z z DATE: 02124112 z 1 BOTTOM RAIL pSCALE: N.T.S. I }— HING—ESTI_LE 45 2 VERTICAL CROSS SECTION w J owc. BY: JK m 2 2 CHK. BY: LFS 3 E DRAWING NO.: N FL- 7 5036.6 0 SHEET 2 DF % 1N v 9 z a E 1-1/4"MIN. EMS. (TYP.) 4 4 A Qyn m420oo N: ° 4..,0 0 M o O ll * 111 O n 19 z a N .. 8 v a Z o z U m 40 7 C" o t° 9 cw M) 560% 21 INTERIOR D 0 E 0OZ 1 2 v v 3 e o H 3 3 17 o a'o Zo EXTERIOR 10 H y z W 10 9 4 3 HORIZONTAL CROSS SECTION 1-1/4"MIN. 3 4 $ 3 Shown w/1Xsub-buck EMS. MIN. MB. (TYP.) o o EMS. (TYP.) a a444D m C'SIN( TYP.) L (TYP.) C'SINK -- { L u 20 0 0 N N n a 8 40 7 7 INTERIOR INTERIOR o o a ¢ a a i n i o\o N EXTERIOR EXTERIOR 10 DATE: 0212417 210 27 40 9 B SCALE: N.T.S. ° L DWG. BY: JK m C E CHK. eY: LFS 3 E DRAWING No.: FL No: 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 Outswing shown - inswing 3 Outswing shown - inswing also approved E o sNCE 3 Dv 7 " also approved aGz z a i r 9 NcrOan i Y •• z6 omGam: . m n z o m 6 OU In, Z a j 4 p v (7 Z E z m l oU a a n m a a EXTERIOR INTERIOR PVIIIUICAI CROSS SECTION 5 VERTICAL CROSS SECTION utswing configguration 4 Outswing configuration ee general notes, sheet 1 see general notes, sheet 1 for "HVHT' water infiltration for "HVHT' water infiltration requirements requirements a n a o ° a E az o C y o o WCfUo m w 9 0 0 J s V) m U U KO O 0a aa E.02124112 ALE: N.T.S. BY: JK BY: LFS WINO NO.: FL-15036.6 ET 4 OF ] MASONRY I I TYP, HEAD OPENING & JAMBS 2X BUCK N MASONRY OPENING h N 2X BUCK- fn r 1 - BUCKANCHORING STRIKE JAMB FRAMEANCHORING HINGEJAMB For DP <= 48 PSF Masonry 2X buck construction for DP <= 48 PSF I MASONRY TYP. HEAD — OPENING JAMBS FRAME O 2X CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR' ANCHOR MIN. MIN CLEARANCE MIN CLEARANCE TYPE '; ............ SIZE ::: EMBEDMENT,. TO MASONRY EDGE . _. 70 ADJACENT ANCHOR.... :.°. ITW ® T/4.. 1.1/4" 2.. 4.. TAPCON ELCO ULTRACON 1. Maintain a minimum 5/8" edge distance, )"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. p vac N T, CO'1 N y • Q J n 6 r 94110zv orn 6 % '•.. o n y Q C Nn m U) z o aG 6 I ;a 111 11 onUN •: Z I.'e a xzoa Ern z m° -u n g q 0 IL 0' D JAMBS MASONRY OPENING NP• HEAD JAMBS = o 0 5 w 0 30: NZOf- FRAME Xd ZVCc 0 U cp GO V) 3 J m gc p 2X BUCK 0 I — O UU 0 a co CO a BUCK ANCHORING For DP > 48 PSF and DP <= 75 PSF LATCH d DEADBOLT DETAIL FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL LE: N.T.S. By JK Br: LFS WING NO.: FL— 15036.6 a 5 OF % MASONRY _ TYP. HEAE OPENING & JAMBS FRAME I BUCK LTYP STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction For DP <= 48 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR.. ANCHOR MIN.': MIN.%CLEARANCE : MIN. CLEARANCE SIZE EMBEDMENT 7O MASONRY'....> TO ADJACENT TYPE EDGE _... ANCHOR irn ® 1/4" 1.1/4" 2" 4" TAPCON IT 3/16" 1.1/4" 3" 1.1/2" TAPCONo WVVU JI.KCW I1vJi/att.r,iviv ivvi. I. Maintain a minimum 516" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. D J HINGE JAMB MASONRY OPENING FRAME IX BUC LATCH & DEADBOLT DETAIL Masonry 1 X buck construction For DP > 48 PSF and nD e- ]C DU HINGE DETAIL In N's i 0 o m oil 11 O N , z v U ozo4 P E m m D U E "°a `o acc. dNama.amdas4a cw o° a U O ZCal O X 1, z z f0 OUOm U >_ m a WO O Q< aa SE: N.T.S. 3. BY: JK C BY: LFS SWING NO.: FL-75036.6 ET 6 of 7 1 A. N. z° ec-`O`ZZ° ornjTILlFLNMyam 1 I UN•; o i-- 2.36" v 9 U x z 1 z O U L p m C W O HEAD d SIDE 19 20 I\ Ne a N a o t a m d a Jamb v 9 E I w 8 JD I-- 2.20" II 1 I r ti ww 4.63 a BUMP FACE THRESHOLD LOW PROFILE w N oci31 m a mU0 0 a 5.75' --i a a gym U U mmL 1 00NN NZ o giSELFADJUSTINGSADDLETHREHOLD33 p N 00 ww 4. 567 a a uz 2.36" N z mow z N O 0 Z DATE: 3 SCALE: N.T.S. T DWG. BY: JK m 39 HIGH WATER DAM THRESHOLD l CHK. BY: LFS ; R DRAWING NO.: N FL-15036.6 0 SHEET 7 OF 7 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 7' PFH WOOD SCREW STEEL L 8 X 2-1 /7' PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097" THK. STEEL 10 10 X 3/4"PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAfT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WIOTHOYIELD STRENGTH Fy (MINFIBERGLASS Si THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.91bs. DENSITY POLYURETHANE R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authonzation No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.7 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with. ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. STt> ' C= CDF Lyndon F. Schmidt, P.E. f 4 ;y FL PE No. 43409Qa = E: 10/16/2017 r=d8d i=.!133§yTayL E G d THERMAITRU° DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT, GENERAL NOTES 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the 'HVHT'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and oil sills used under sidelites meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHT') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Bill of Materials & Components 53.13" MAX. OVERALL WIDTH LJ I L-1 I O ozz 3 3 2 o w 0w w 1O o b o• INSWING 1 53.13" x 98.0" OUTSWING 153.13" x 96.5" 47.0 -47.0 47.0 -47.0 60.0 1 -60.0 60.0 I -60.0 N a SOAME: N. T. S. Dwc. er: JK cHK. er: LFS DRAWING NO.: FL-15035.7 SHEET _1 OF 9 N E a E 09 Vey" % N 4 = _ mo O • J EXTERIOR 46 = U: A * • a=z n z° 10 o 0.0 0 U N •• E Z O Z UEmImo INTERIOR 46 \ N a g o L m 0 d 0. W DW HORIZONTAL CROSS SECTION m ar 0 Z o 36. 0"MAX. 2 c TW 0. a DOOR — PANEL WIDTH 2 J W 2 o O EXTERIOR INTERIOR a. tt' / m Q o 0 a 0 z Q d O! O 9 T mm UlWWO 42 TOP RAIL 43 LAiCH STILE o 0 NNcl! N Zo w w O w W W 1. 49" a e D — . 30" t . 48" —{ 0 40 DOOR PANEL L I Classic craft a NOTE: WOOD DOOR COMPONENTS: OAK )SG >= 0.67) La" N—z f uH 02/24/12 44 HINGE STNf 45 BOTTOM RAIL sure N.T.S. VERTICAL CROSS SECTION Gwc. BY: JK 2 CHK. BY: LFS 3 ORAWWG NO.: G FL— 15036.7 SHEET _ L OF 9 13.75' MAX. PANEL WIDTH 7.12' MAX. D.L.O. WIDTH D J SM S Vr wz d O i w Q o X b b P 50 SIDELRE PANEL c NOTE: WOOD SIDELITE COMPONENTS: PINE (SG - 0.421 z NOTE: a 1. Spacing for item # 18 & #29 (lite frame screws) is i as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 1/2" MIN. GLASS THK. EXTERIOR 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR G1 GLAZING DETAIL 5 insulated glass w/ smc life frame IIII 51 SIDELITE TOP & BTM. Rail S" r7I ACC GI GLAZING DETAIL 5Insulated glass w/ pvc lite frame 1.08" (--- F— 1.53" 52 SIDEIlTE STILE MIN. SS THK. 1/8-- TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS EXTERIOR SEE NOTE 1 6 4:0° um N%• y A of ro vo 51 U N •• r. E tg z m o 9 cW N e IR M 7 O o aLm 4 0 E `o z c INTERIOR DATE: 02124 12 SCALE: N.T.S. DWG. BY: JK 2 VERTICAL CROSS SECTION CHK. BY: LFS 3 DRAWING NO.: FL-15036.7 SHEET _L OF 9 SEE NOTE 1 o., vc ° d I 0.15" i C'SINK TYP.) B C 1.1/4" MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) k Q Outswing shown - inswing also approved 6 INTERIOR NOTE: 20 0.15, 1. The sidelite is direct set into the I— C'SINK jamb with (12) item #M (#8 X i TYP,) PFH wood screw). There are (4 at each vertical jamb from the top down at 13.5", 31 ", 48.5" & n 66". SEE NOTE 1 SEE NO EXTERIOR 2 HORIZONTAL CROSS SECTION Q Outswing configuration INTERIOR f d 21 EXTERIOR 1 Q I a INTERIOR 1-1/4" MIN. EMB. (TYP.) 4 EXTERIOR 10 v 10 61 5 HORIZONTAL CROSS SECTION i A '\c Q Shown w/1 X sub -buck EXTERIOR 4 HORIZONTAL CROSS SECTION Q Inswing configuration INTERIOR EXTERIOF 3 HORIZONTAL CROSS SECTION 4 Outswing shown • insw ng also approved dZ 6 m Y• r•y `mn N r a N z o a %O zur. CLEOmpNe pz_pmoa J C° dimd7Lm maa1 v oEvz i U o O O N2O 1 Nv Z U 01J m cD(n m =01 V U o: V 1-1/4"MIN . EMB. (TYP.) V DATE:02124112 i SME: N.T.S. ° DWG. BY: JK m OHK. DY: LFS 3 DRAWING NO.: K FL-15036.7 N 0 SHEET _L OF 9 N C 61 L Sw s 62 40 63 19 z a EXTERIOR INTERIOR EXTERIOR INTERIOR 62 60 61 1 VERTICAL CROSS SECTION Outswing shwon - inswing Z. also approved 60 61 EXTERIOR INTERIOR r4_' VER17CAL CROSS SECTION Inswing configuration _ see general notes, sheet I z d for "HVHZ" Water infiltration it - requirements - w 3__ VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHT' water infiltration requirements n 1 VERTICAL CROSS SECTION_ 66 Outswing configuration see general not(as, sheet I for "HVHT' water infiltration requirements V p•. JQy ") z o rn0; v 7 Ontt*I N z 4\ i a ° Z Em zmmo 9o0acvCNa° a a m a a mzd m o z v° w O c4 7 o a z moo 0J Q Ln Pg ' > SU ON Ca W U o a a E:02 24112 LE: N.T.S. BY: JK BY: LFS WING NO.: FL-15036.7 E 5 or 9 v ° e- z 50 M rnd oU SEE NOTE 1 INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR SEE NOTE 1 rn z n; G 174a 3 VERTICAL CROSS SECTION 6 Outswing configuration za w EXTERIOR SEE NOTE 1 C 1 m INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR WPA EXTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/l X sub -buck NOTE: 1. Anchors ass'y thru head and sill at 4" in from each corner end. INTERIOR EXTERIOR 4 \ VERTICAL CROSS SECTION 6 Inswing configuration Av V'• Gi °mn till it 0 oz p G E. Z m[ W a£Ng 5 00m a a m d a V o i E 0 vZ 8 [W3`a LE: N.T.S. BY: JK BY: LFS WING NO.: FL-15036.7 ET 6 OF 9 u MASONRY 1 I I TYP. HEAD OPENING I & JAMBS 2X BUCK MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. S 3. Concrete anchor table: ANCHOR ANCHOR:. MIN. MIN. CLEARANCE MIN CLEARANCE TYPE SIZE :2 EMBEDMENT TO MASONRY io ADJACENT EDGE` ANCHOR ... ITW 1/4" 1.1/4" 2" 4" TAPCONO ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" 3" TAPCON WUUU3GKtW IMIALLAIIUN NUIC3: 1. Maintain a minimum 518" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 3" SEE DETAIL 1 n `a MASONRY J — TYP. HEAD OPENING & JAMBS TYP. _ FRAME X 2 2X BUCK ? f 1J SIP.LL STRIKE JAMB LATCH & DEADBOLT DETAIL INSWIN INSWIN G Y SEE DETAIL 2 FRAME ANCHORING tioMasonry2Xbuckconstrucn L JG 3 63 DETAIL 1 Attach surface bolt strike plate to frame IG as shown (Outswing) 65 66 637=7 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) zd %, M 1l z o In o n Z11\1 U •: N o a a Z V1nZo L°pri m 0Eq c W a m a a 8 0 O i vZ 8 CL 3 NZo T I ZU o o 11 x Zo 1 V) J QU w O YY a mm a HINGE JAMB 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) HINGE DETAIL E: 02/24/12 LE: N.T.S. BY: JK er: LFS WING NO.: FL-15036.7 a 7 GF 9 3"44:t 4" 4„ SEE DETAIL 1 I J TYP. HEAD & — MASONRY JAMBS OPENING s Q a' i 8 FRAME V o N — 1 1 X BUCK nNw E— z SILLN ) SILL JJ - J 1 SEE DETAIL 2 STRIKE JAMB HINGE JAMB o FRAME ANCHORING a CONCRETE ANCHOR NOTES: Masonry 1 X buck construction a 1. Concrete anchor locations of the comers maybe adjusted to maintain the min. T edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: E WOOD SCREW INSTALLATION NOTES: LMaintain a minimum 518" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. U ANCHOR ANCHOR MIN. MIN. CLEARANCE' MIN. CLEARANCE- TYPE SIZE EMBEDMENT TO:MASONRY iO ADJACENT EDGE :,-.. ANCHOR'- ITW ® 1/4" 1-1/4" 2" 4" TAPCON ITW 3l16" 3" TAPCON® LATCH & DEADBOLT DETAIL OUTSWING o J n n INSWING R. z° rc'fQ orn GJ N it;''ISTOUTSWING a N 0 rvJ a v () oZU NSWING n o1 g 1, 5 a,c 0. P og p 0 a Q 4 o oz c o° Y Zm c) X Y W U> m Qz a wo oo HINGE DETAIL a a a 67 63 J J mm 00o n v 00NN VI 63 Z 64 °w w o z DETAIL I DETAIL 1 Attach surface bolt Attach surface bolt 00 strike plate to frame strike plate to frame as shown (Outsvnng) as shown (Inswing) a a 65 66 kz 64 4--z: 63 DATE: 02/24/12 SCALE: N.T.S. 63 DWG. BY: JK DETAIL 2 DETAIL 2 CHK. BY: LFS Attach surface bolt Attach surface bolt DRAWING No.: strike plate at the threshold strike plate at the threshold FL-15036.7Outswing) (Inswing) SHEET 8 Or J Wx p.Jn U: z g rc'•i O o rn it I III i' o N •: z z Zj n ee mpLE. g C W N A M Q L m m cZ O E 9 gg cw a O o C 0 Ofo ¢ WW J zQm a E C,gi = N OOmaJ 1 V mo mo ¢ a a a E o m z m h o 0 N V -- 2.20" O d Z W W O z.lr a o I- 2.36" -- 00 0 a 19 2p HEAD R SIDE 4 a a Jamb 16 OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROflLE ^ N Spacer 4.56" 2.59" 2.1 1.68" I - I 5.75" 2.36" — 2.14" I o o N O w z L L DATE: 02/24/12 pm o :o "• scuE: N.T.S. a DWG. BY: JK 0.53" r = l- i-- .53 T cHK. BY. LFS E i DRAWING NO.: PLASTIC UP LITE FRAME 15 INSWING SIDELITE 1 PLASTIC UP LITE FRAME 33 SELF ADJUSTING SADDLE THREHOLD39HIGHWATERDAMTHRESHOLD23SMCSpacerPyC FL- 15036. 7 SHEEP 9 OF 9 V BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 25 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL F 1/4"X1-3/4"ITW CONCRETE SCREW STEEL 29 8-lOXl-1/2"PLASCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K 10 X 2" PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L 8 X 2-1 /2"PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS M 8 X 7' PFH WOOD SCREW STEEL 41 DOOR SKIN; .125' MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS N 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4"HINGE .09T' THK. STEEL 44 HINGE STILE WOOD 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEEP FOR DETAILS 15 INSWING SIDELITE SPACER PVC 51 SIDELITE TOP &BOTTOM RAIL COMP. 16 OUTSWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSE7 PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 18 6-18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT #4548.0" L. X .25" THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1 /420 SEX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 64 10 X 2-1/7' PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 4.56" 66 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4"PFH ITW CONCRETE SCREW STEEL R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door wl Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.12. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.8 for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. ASTM D2843-99 STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks, VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E. Fitch, P.E. ATI 67508.01-106-18 ASTM D1929-96 Architectural Testing, Inc. Joseph A. Reed, P.E. ETC-01-741-10705.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. ETC-01-741-10593.0 TAS 202-94 ETC Laboratories Joseph L. Dolden, P.E. TEL-06-1031-3 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 06-1031-4 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) t ' ""°j Lyndon F. Schmidt, P.E. 3. Calculations Prepared by r.` v ,' sp Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813)Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance zZ . Certificate of Participation issued by National Accreditation and Managemetatl/----._ M Institute, certifying that Therma Tru Corporation is manufacturing products r o"` within a quality assurance program that complies with ISO/IEC 17020 and S? Lyndon F. Schmidt, P.E. Guide 53. C3 _ FL PE No. 43409 Sheet 1 of 1 t _ 10/1612017 F THERMANTRU° DOORS Classic -Crafts FIBERGLASS DOOR W/ SIDEL TES INSWING / OUTSWING NON -IMPACT" 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE Of CONTENTS SHEET # DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction B Frame anchoring - 1 X buck masonry construction 9 Bill of Materials & Components 68.5' MAX. OVERALL WIDTH C 0 N z O 0 _ Cu U x w a, x Q w o o a b P `0 eu j INSWING 1 68.5" x 98.0" 1 +47.0 1 -47.0 OUTSWING I 68.5" x 96.5" I +47.0 ( .47.0 60.0 -60.0 60.0 -60.0 yon j 0 r) z 0 9 U X0 Z a ZUt0 m 2 W a n n D o L a a m a a 8 LL 0 E0z3` a if Ui W U p nz 0 o n° o 0 zw iN oz n y R5 m w wAd tiw rn w 0 0 w a a a E: 02/24/12 LE: N.T.S. BY: JK BY.. LFS WING NO.: FL- 15036.8 ET 1 OF 9 EXTERIOR W^ N z° 4;Q o, m 0 C U 0 Z d INTERIOR 0 ac m 1 HORIZONTAL CROSS SECTION ro o a maaW E 0 z 36.9' MAX, 2 T; O Two, a DOOR y PANEL WIDTH 2 J a 0 W EXTERIOR INTERIOR_ w w a 4.11 o r U 0 O I T 0 a a m o O 2 42 TOP RAIL LATCH STILE o 0 N N n C4 0 o W zO 00 ww o0 DOORPANEL 1.49"— 39' 1.48' 40 CIOSSIC CFOI1 NOTE: WOOD DOOR COMPONENTS: OAK (SG>- 0.67) N o45 DATE: 02/24/12 scALE: N.T.S. HINGE STILE 4S BOTTOM RAIL 2 VERTICAL CROSS SECTION DWG. BY: JK 2 CHK, BY: LFS DRAWING NO.: FL-15036.8 SHEET _L OF 9 I 13.75' MAX. — 4PANELWIDTH 7.17MAX. D. L.O. WIDTH 2 w = x O w w z = d O ci w O DC b b P L l EXTERIOR INTERIOR of 50 SIDELfTEPANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG — 0.42) LiI Mll q ul NOTE: I . Spacing for item # 18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with AI ( 7) more spaced of 9.88" o.c. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 MIN. ASS THK. 1/ 8" TEMPERED GLASS AIR SPACE 1/ 8" TEMPERED GLASS GI GLAZING DETAIL 5 insulated glass w/ smc life frame 51 SIDELITE TOP & STM. Rail Vnl— EXTERIOR INTERIOR GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame I I I— 1.53" - I 52 SIDELITE STILE P MIN. SS THK. I —. TEMPERED GLASS EXTERIOR AIR SPACE TEMPERED GLASS SEE NOTE 1 z m U N 51 a Z 0 O Ern m u vN roa n 5 6 `a. 0aA. Namaam o v° w 8 a INTERIOR 2 VERTICAL CROSS SECTION 3 K Q, KO C)W Ja Q Nn C,) z S s o N Cn 00) 0 a a DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: i FL- 15036.8 SHEET _ L Or 9 D SEE NOTE 1 M 14 50 a 11 INTERIOR vo L a EXTERIOR 20 O I 0.15" I-- C'SINK TYP.) B C MIN. 1 HORIZONTAL CROSS SECTION EMB. (TYP.) 4 Outswing shown - inswing also approved J x 14 20 0.l s' r lMJ 11 I -- C'SINK 8 50 M SEE NOTE 1 z INTERIOR EXTERIOR E 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Outswing configuration 4 Outswing configuration V 4 ® ® INTERIOR P, f /p 6 4 0 3 2 ' 4 EXTERIOR Lj 4 TE 1 SEE NOTi 1-1IA" MIN 61 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck NOTE: 1. The sidelite is direct set into the jamb with (12) item # M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down at 13.5", 31", 48.5" & 66". 0.1 S' C'SINK TYP.) XTERIOR SEE NOTE I 207/01 E3d i 1 IN r4_' HORIZONTAL CROSS SECTION HORIZONTAL CROSS SEC77ON v inswing configurationInswing configuration' MOM ti4i{ ate• In p: z J O O m d° /I! t'o J j UN. m olZpZ V0 z `` pA g u 0 61 a o 00. e M Ot0 m 64 zd Ba 63 C m mdaa E oz w 62 — o aWoJa 40 19 8 7 EXTERIOR INTERIOR z INTERIOR EXTERIOR moooO 0 UW 40 61 Sm 62 32 64 _.._... , _.. ._ VERTICAL CROSS SECTION w" GO O a vw o a Q, O a E:02124112 ALE: N.T.S. BY: JK I. BY: LFS ANG NO.: FL- 7 5036.8 TT 5 OF 9 M mza oU SEE NOTE 1 INTERIOR EXTERIO VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved INTERIOR EXTERIOR EXTERIOR SEE NOTE 1 C 1 za m SEE NOTE 1 M 50 fn z —' n- 11 z 19 N W a , a a 3 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE 1 INTERIOR -IAIEXTERIOR INTERIOR r2 " VERTICAL CROSS SECTION 6 Shown w/1X sub -buck p 0 D 5 VERTICAL CROSS SECTION 6 Outswing configuration SAV og. J 3 ice' z° 6m ra mn t Pit, O a m Z 5m a V Z p Z U nmp o LO C W odmD: aM o cZ vc 30: NOTE: 1. Anchors oss'y thru head and sill at 4" in from each corner end. INTERIOR EXTERIOR 444VERTICAL CROSS SECTION 6 Inswing configuration SCALE: N. T.S. - DWG. BY: JK a CHK. BY: LFS 3 DRAWING NO.: FL— 15036. 8 a SHEET 6 DT 9 N 3,J N'•, F'i0 n I I I I I I I 1 1 I I z° dm SEE DETAIL 1 v''• yy roN L 7 I TYP. HEAD & r rrl r I of N N o z SONRY J MASONRY JAMBS t a Z a. o OPENING m OPENING JAMBS o° 2 an00SEENOTE1mumaaIn MULLION FRAME M TYP.x i c`3 p E ADZ 0 3a 2X BUCK SHOWN FOR i cJ x REFERENCE O 4 O ONLY ci z u 0 2X BUCK D: TYP. F o Z 0o SILL i L aQ N N woo J LU x W n a I I I IRLL F SEE DETAIL 2 0 a mm a BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB J J rMasonry2XbuckconstructionCO L 63 d bo N N O W W zZO CONCRETE ANCHOR NOTES: 28 U, 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 64 edge distance to morfarjoints. M OUTSWING 63 02 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to L INSWING DETAIL 1 DETAIL 1 9 w w maintain the min. edge distance to mortorjoints, additional concrete anchors Attach surface bolt Attach surface bolt 12 o a may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. strike plate to frame strike plate to frame 10 3. Concrete anchor table: as shown (Outswing) as shown (Inswing) nN ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE 70 MASONRY MIN::.CLEARANCE i0 ADJACENT M OUTSWING 6$ 66 1O 64 o w o EDGE ;;: ANCHOR.: L INSWING o ITW 27 0 TAPCON DATE: 02/24/12 ELCO ® ULTRACON 1/4" 1 1/4" 1" 4" 63 HINGE DETAIL SCALE: N.T.S. LATCH &DEADBOLTDETAIL 63 DWG. BY: JK ITW ® 3/16" 1-1/4" 3" 1.1/2" DETAIL 2 DETAIL 2 DNK. BY; LFS TAPCON WOOD SCREW INSTALLATION NOTES: Attach surface bolt Attach surface bolt DBAw Nc No.: 1. Maintain a minimum 5/8"edge distance, 1"end distance, & 1"o.c. spacing of strike plate at the threshold strike plate at the threshold FL-15036.8 Oufsw ng) Inswing) wood screws to prevent the splitting of wood. SHEET 7 or 9 0o MASONRY OPENING FRAME J I X BUCK cE 0 L Y J J b SEE DETAIL 1 J TYP. HEAD & JAMBS TYP. F TYP. SILL I I I I l l SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING a CONCRETE ANCHOR NOTES: Masonry I X buck construction i. Concrete anchor locations at the comers may be adjusted to maintain the min. 2 edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR - ANCHOk r,: M1N.i . MIN -CLEARANCE MIN -CLEARANCE: TYPE SIZE EMBEDMENT TO MASONRY:.; TO ADJACENT EDGE ANCHOR..:- ITW ® 1/4" 11/4" 2" 4" TAPCON ITW TAPCON® 3/16" 1-1/4" 3" 1-1/2" I. Maintain a minimum 5/8" edge distance, I"end distance, & l" o.c. spacing of wood screws to prevent the splitting of wood. Q Eq U 1.z d A I HINGE JAMB LATCH & DEADBOLT DETAIL DETAIL I Attach surface bolt strike plate to frame as shown (Outswing) 65 66 0 63 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) u OUTSWINGp& IN n INSWING Nt i O om Y'• In OUTSWING Trl 1* Pt 11 m zD NSWING N v, Loy oQ e Em ? m o d e u a ° d cDym45L m maaaLd o a 9 4 o E v°zuca 63 64 DETAIL 1 Attach surface bolt strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) Z L DATE: 02 24112 `- SCALE: N.T.S. DWG. BY: JK a CHk. BY: LFS 3 DRAWING NO.: u FL-15036,8 SHEET 8 OF 9 n fJ BILL Of MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4"INTERCEPT SPACER STEEL C MAX. i IN' SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC MATERIAL V * k' k n Z tC2 °mn I ••''•'..... .. •\\ J jOib i/ * z o m o llll 111 `•, U 11 •• Z C oz O Z U m08ro9 C W w E oa p oa Na maam 4 q c r: ZOjU C T W a O O Ja J p ¢ 0 ww y j ¢z QN b S _ vW O n J 8 o m 0 G a a E v n Q J J m z U Ummi a o0 N N u W O 3b o 2.36" a 19 2p HEAD 3 SIDE 4' i7 a a Jamb o - ib OUTSWING SIDELITE 31 BUMP FACE THRESHOLD LOW PROFILE 4.56' 2.59" Spacer j LL 2.36" 2.14" I I 5.75' I z 1.69 --- I N .- Z DU y DATE:02124112 0WLN co o h SCALE: N. T. S. Teo o. DWG. BY: JK m 0.53" -i -- 1T CHK. BY: LFS 3 E I DRAWING NO.: HIGH WATER DAM THRESHOLD PLASTIC LIP LITE FRAME INSWING SIDELITE PLASTIC LIP LITE FRAME H 39 Y3 SMC IS Spacer 26 PVC 33 SELF ADJUSTING SADDLE TNREHOID FL-15036.8 0 SHEET 9 0 9 Co R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Thermal Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Sianed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) a c,a.`' T,,; Lyndon F. Schmidt, P.E. s e 4. Quality Assurance cue ° r t . old Certificate of Participation issued by National Accreditation and ¢ Management Institute, certifying that Therma Tru Corporation is :,ri ^ manufacturing products within a quality assurance program that complies 7" ! ° with ISO/IEC 17020 and Guide 53. ° Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 F .> Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by IHERMAITRU° DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Verlical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - I buck masonry construction B Astragal details 9 Bill of Materials & Components 74.5"MAX. OVERALL FRAME W ID I H z z 3 z a O xw w a Q w w L I00 a b In a dP u tgj z ro41Y i V L N C ti° n e 4C 6 o E 0 3d DESIGN PRESSURE (PSF) OVERALL SWING...' FRAME WITHOUT SURFACE WITH SURFACE DIMENSION i' BOLTS BOLTS: POSITIVE NEGATIVE `: POSITIVE NEGATIVE:;; INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 2 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15036.9 SHEET 1 OF 9 T vo S3 1-1 EXTERIOR 46 V le l; Q 42 = z O omun .- ri_ y Ofilln .. z INTERIOR 46 0 8 to 9 m w n N m p OILNaa:a m 1 HORIZONTAL CROSS SECTION CLL z m a 36.0" MAX. 2 cw DOOR PANEL WIDTH 2 J_ FZ 2 Oa11 W EXTERIOR INTERIOR Q, w 4.11 m N C, o 0 2 K w a a mod z ¢ oc O Z C 8 T L mUm U4m O 2 42 iOP RAIL 43 LATCH STILE 0 V E V N oN N V) V w W b In O W o 1.49" 22 a D DOOR PANEL 30 C'.s IC Crag w z NOTE: WOOD Z DOOR COMPONENTS: OAK ISG >= 0.67) T i 45 p o N Z a DATE: 02124 12 z 2 44 HINGE STILE 5 BOTTOMRAII 21 VERTICAL CROSS SECTION SCALE: N.T.S. DWG. BY: JK m 2 CHK. BY: LFS ; E DRAWING NO.: FL-15036.9 0 01 V N 9SHEET2 OFAw 1 2 1-114" MIN. `.` C . 4 4 EMB. (TYP.) v° 47 0 ` n _ Z < o•Jy^ y` F n— z o ao 6 V n ..Z 8 8v zozcair. Ea om u 21 40 7 N E °+ d `oa INTERIOR a c a N a m a a sa Z 3 E)0 3 o u ca 3 3 p_ 17 4 ° 3 o c ti O ZO EXTERIOR 10 " N rv> 61 ^ E w a o HORIZONTAL CROSS SECTION cc on U 8 1.1/4"MIN. 3 Shownw/1Xsub-buck 1-1/4"MIN. o EMB. (TYP.) 4 4 4 EMB. (TYP.) a Qa E C 0.15, o.ts C 0 J J} o C'$INK C'SINK ' m Z L (TYP.) (TYP.) L u u 20 20 o 0 a 8 7 40 1 8 40 7 o w o 0 INTERIOR 7 INTERIORJ R o0 oCLa ° zz o ° w i o N.-O o K 10 EXTERIOR 40 13 40 EXTERIOR 10 l0 K DATE: 02/24/12 8 10 9 L 27 9 8 SCALE: N.T.S. E E owc. BY: JK m CHK. BY: LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING Ho.: rc 3 Outswing shown - inswing 3 Outswing shown - inswing 3 Outswing shown - inswing FL-15036.9 N also approved also approved also approved ° SHED 3 or 9 N V a v s- 1 11'. Rmi 63 00('0Z0AZ O%EXTERIOR INTERIOR NM z Q j`O, 6 a; CN•n- o °n °J z° 1 U N •; C v0 0 Z U N E o g - 6 o a mD:tT Z a' a uO w O o a W i DATE: 02 24112 SCALE: N.T.S. DWG. BY: JK a CHK. BY: IFS 3 DRAWING NO. D FL-15036.9 SHEET 4 OF 9 N Z z f D TYP. HEAD 8 JAMBS ASTRAGAL SHOWN FOR REFERENCE ONLY 6Nd Z O m 0 11 1111 m Oa N .. z a Zq n u Z m VE. 3 W N a Nn a d t a MASONRY a a. E' OPENING a `E `o Z 0a 9 OCWJTtl p Z n Jgm 2X BUCK--, m '2 m U D: y U o 6O o D, a a a m m m W W n e 0 0NN z O O Z W W O i N 0 O O CONCRETE ANCHOR NOTES: W W I. Concrete anchor locations at the corners may be adjusted to maintain the min. BUCK ANCHORING o 0 edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to z maintain the min. edge distance to mortarjoints, additional concrete anchors = " may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. - c a 3. Concrete anchor table: o o i N Z a DATE: 02124 12 Z SCALE: N.T.S. D i DWG. BY: JK m cHK. BY: LFS 3 DRAWING ND.: ¢ WOOD SCREW INSTALLATION NOTES: FL-15036.9 N 1. Maintain a minimum 5/6" edge distance, I"end distance, 8 1"o.c. spacing of a wood screws to prevent the spritting of wood. SHEET 5 Or 9 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT iOMASONRY EDGE:.ANCHOR iOADJAGEN7 ITW ® 1/4" 2" 4" TAPCON ELCO ® 1/4" 4" ULTRACON z z f 7.5'- 4" 6„ I 11 I SEE DETAIL L ,t„ MASONRY — TYP, HEAD OPENING & JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE ONLY — VO 2X BUCK IFSEEDETAILTYP• — 7, SILL I I 1 I I i I I FRAME ANCHORING Masonry 2X buck construction for DP <= 48 PSF MASON6 OPENIM FRAt F 2X B S' I II L I I SEE DETAIL ASTRAGAL Y TYP. HEAD JAMBS SHOWN FOR — IE REFERENCE ONLY 1CK F SEE DETAIL TMP• 2„ I I I I SILL — I 1 1 I I ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction for DP > 48 PSF and DP <= 60PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, - - MIN. CLEARANCE MIN. CLEARANCE. TYPE SIZE EMBEDMENT- TO MASONRY EDGE :-. TO ADJACENT ' ANCHOR ITW TAPCON Irn 3/16" 1.1/4" 3" TAPCON® VVU J(..KCW IIVJIHLLHIIVIV IV VICJ. 1. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 2 L 2 63 63 757v64 DETAIL 1 DETAIL 1 Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plates to frame as shown )Outswing) as shown )Inswing) 63 65 66 64 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) ( Inswing) C• Jy n am UIS i,•' T z 0 Z 111M0 z xVOU E cG m m CM g c Motmea a maaI E a o 3 c Z voo° a 4? cU x m U O U NZ) r IX UN m m a <z O o O : 2 K HINGE JAMB a a In vi . 7 28 01 L 27 LATCH & DEADBOLT DETAIL HINGE DETAIL OArE: 02 24112 SC& E: N.T.S. MG, BY: JK c X. BY: LFS DRAWING NO.: FL- 15036.9 SHEET 6 OF 9 z a g C s 3 6" SEE DETAIL MASONRY TYP, HEAD OPENING JAMBS ASTRAGAL _ SHOWN FOR FRAME REFERENCE ONLY 00 1X BUCK F _ SEE DETAIL TYP 7 SILL I i I I 1 1 I I FRAME ANCHORING Masonry 1 X buck construction for DP <= 48 PSF 3" — I I MASONRY TYP. HEAD OPENING — & JAMBS FRAME I I I SEE DETAIL ASTRAGAL SHOWN FOR REFERENCE ONLY U O 1XBUCK — F SEE DETAIL Ty" 7„ I SILL i 1 I I I I I FRAME ANCHORING ASTRAGAL STRIKE JAMB Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: L T ANCHOR S MIN. MIN. CLEARANCE:, MIN. CLEARANCE ANCHOR TYPE SIZE EMBEDMENT; TO MASONRY. EDGE .;; TO ADJACENT ANCHOR:...:: ITVJ 1/4" 1.1/4" 2" 4" TAPCON® IiW 3/16" 1-1/4" 3" TAPCON® W VVIJ C.KC W INJ IHLLH IIVN IV V I CJC.KC W INJ IHLLH IIVN IV V I CJ. 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP <= 60PSF y 67 2 63 63 L 64 DETAIL 1 DETAIL I Attach astragal/surface bolt Attach astragal/surface bolt strike plates to frame strike plate to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 o 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Outswing) (Inswing) fh HINGE JAMB LATCH & DEADBOLT DETAIL pt d) 9 N >, M l OD z U N s Z VaZ d 0 d ea maim 0 E 0 O w o 3'a c 0Z E: 02/24/12 LE: N.T.S. BY: JK ° er: LFS 3 a WING NO.: FL-15036.9 E 7 or 9 m •• vO1i a N Z ri'•: 0 Z o rn II 1l 4, U N .. Y U x ZU p Z O J m C W 95.25' N a cn 5 o t a cd ,a maa v 18.88" 18.36" 20.63" —j 18.5 14.38" o z I o acw i O O 3 J 3 TYP. N o TYP. 13 TYP. 3 ¢ mn O w w 2 W '- F- Q0] C U O OO K K 6 a a E 4.5' 4.5" m 3.25" 7325-- U Umm n a 00 0.75' ( 1.91" -- 0.75' N N I NZ WW O SEE NOTE I 3 w ckf oo cd ww 4 o0 0 a a i II h - f Imo— 0.13" a H aa ASTRAGAL DETAIL i Z U NOTE: DATE:02124112 i 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND SCALE: ° N.T.S. THE BOTTOM. DWG. BY: JK m CHK. BY: LFS E DRAWING NO- FL- 15036.9 N aN SHEET _L OF 9 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 1 /4" X 2-1 /4"PFH ITW CONCRETE SCREW STEEL 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 10 X 2"PFH WOOD SCREWSTEELrK8X2-1/2" PFH WOOD SCREW 1.15"MIN. EMBEDMENT STEEL HURRICANE ASTRAGAL ALUM. ASTRAGAL STRIKE PLATESTEEL ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .09T' THK. STEEL 10 10 X 3/4" PFH WOOD SCREW (HINGE TO FRAME) STEEL 13 10 X 1-112" PAN HEAD SMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. HIGH WATER DAM THRESHOLD ALUM. CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILSWOORIELDr44STRENGTHFy (MN'ER6,000SPSITHERMA-TRU FIBERGLASS TOP RAIL COMP. LATCH STILE WOOD HINGE STILE WOOD BOTTOM RAIL COMP, POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 1 /2"SURFACE BOLT SPACER STEELr6lIVESSURFACEBOLT #454 8.0" L. X.25"THK. STEEL STEEL 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 1-3l4" L. STEELSURFACEBOLTSTRIKEPLATETEEL 10 X 2-1 /2"PFH SCREW STEEL 65 3/16" X 2-1/4"PFH ITW CONCRETE SCREW STEEL bb 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 4.56' ' U': * a ° 00 y ``` Z O co 0 I I ' I I I I j, V N .. Z o 2.36' v u z0 8 z 0 Ern pmo 19 2D HEAD L SIDE ro N g m a `a Jamb 8 0 Li a E 0 Z ( n f5' d cur -- 1 FZ o gti wZF- 4.63" —I 1 w J ¢ o m fa 31 BUMP FACE THRESHOLD LOW PROFILE _ o m U 4 m Q 0 O V K a a 5.75" E I m zU U m o0 V N N N V OW W O 33 SELF ADJUSTING SADDLE THREHOLD = O N BY 00 o04.56" as t 2.36" B T Q F o N O 0 Z J— OATE:02124112 i ozSME: N.T.S. a 39 HIGH WATER DAM THRESHOLD owc. BY: JK m CHK. 6Y: LFS ? DRAWING Ho.: E FL-15036.9 0 N SHEET 9 OF S R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) i`,ly Lyndon F. Schmidt, P.E.. 3. Calculations bPreparedp V'`' 4 t r. Signed &Sealed by 6 I, Anchoring RW Building Consultants, Inc. (CA #9813) a`. `'• _= ' ; ;Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance; o Certificate of Participation issued by National Accreditation and Managemer., Institute, certifying that Therma Tru Corporation is manufacturing products m a Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and FL PE No. 43409 Guide 53. 10M6/2017 Sheet 1 of 1 a fliERMANTRU' DOORS Classic-Craft.u. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details & Glazing detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - 1 X buck masonry construction 9 Astragal details 10 Bill of Materials & Components 105.5" MAX. OVERALL FRAME WIDTH Zz 3 3 o ur w w O a w' oo O Q JC i y o. o. DESIGN PRESSURE (PSF) OVERALL SWING FRAME WITHOUTSURFACE WITH SURFACE DIMENSION :` BOLTS BOLTS: POSITIVE NEGATIVE POSIIVE NEGATIVE INSWING 105.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" x 96.5" 47.0 47.0 60.0 60.0 1Yy. rnIn Z0 Ino a0 0 1 ON Z t v Z Q Z VEmmo Noon 5ac°m I ina a 4 0 0 E 0Z U W DATE: 02/24/12 SCALE: N. T. S. DWG. ar: JK CHK. RY. LFS DRAWING NO.: FL— 15036.10 SHEET I OF 10 36.(Y" MAX. DOOR PANEL WIDTH 2 Z Q 40 DOOR PANEL Classic craft NOTE: WOOD DOOR COMPONENTS: OAK (SG >= 0.67( 1 HORIZONTAL CROSS SECTION Z 4.11' T 30' I 42 TOP RAIL 43 LATCH STILE 1.49" 1 - T L ,. 48 1 T— HINGESIILE j 4S BOTTOM RAIL EXTERIOR v SIT t<m Y'•. z° 4:p dw t c) Doi n t Vi o a m z UN .: a Z U" 1INM 0m' m o 8 tL c C Li INTERIOR 2 VERTICAL CROSS SECTION DATE: 02124 1 2 owc. er: JK cNK. er: LFS FL— 15036.10 IEET 2 Of 10 13.75" MAX. PANEL WIDTH 7.12" MAX, D.L.O. WIDTH C2 u, Ed O a w O 2 b i 0 a L fl r EXTERIOR INTERIOR SO SIDELRE PANEL NOTE: WOOD SIDELITE COMPONENTS: PINE (SG >= 0.42) NOTE: 1. Spacing for item # 18 & #29 (lite frame screws) is as follows: From the bottom up on sides; 6.5", with 7) more spaced at 9.88" D.C. there are (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR SEE NOTE 1 1 HORIZONTAL CROSS SECTION 3 5'GLASS BITE MIN. 26 ISS THK. 25 EXTERIOR TEMPERED GLASS GLASS 7 AIR SPACE 1 /8" TEMPERED GLASS INTERIOR GI GLAZING DETAIL 5 insulated glass w/ smc life frame i 1 -1.53" —1-7 SI SIDELRE TOP d BTM. Rail GI GLAZING DETAIL 5 insulated glass w/ pvc lite frame 1.08' I I I- 1.53" 52 SIDELITE STILE z` 0 00 o n m z a N-: z V mn( Z O O S LO c W 7 6VI L min m a. a W 0 EO v° z 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS EXTERIOR INTERIOR FAIR SPACE 1/8" TEMPERED GLASS 2 VERTICAL CROSS SECTION 3 ALE: N.T.S. G. BY: JK K. Br: LFS AWING NO.: FL- 15036.10 EET 3 OF T 0 z Z z SEE NOTE 1 viv M 14 50 o v 11 INTERIOR a• 4 EXTERIOR 20 II 0.15' I-- C'SINK TYP.) B C 1-1/4"MIN. 1 HORIZONTAL CROSS SECTION vv D 2 4 21 9 61 d4 4 D EMB. (TYP.) Q Outswing shown - inswing also approved 5 4 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item #M (#8 X 2" PFH wood screw). There are (4) at each vertical jamb from the top down of 13.5", 31 48.5" & 66". 2 HORIZONTAL CROSS SECTION 4 Outswing shown - insw ng also approved INTERIOR EXTERIOR 3 4 5 5 5 5 0.1 S' C'SINK 1 TYP.) 3 HORIZONTAL CROSS SECTION 4 Outswing configuration OTE 1 1-1/4' MIN. EMB. (TYP.) m LL SEE 14 0> :v'y` a d roINTERIORNOTE1NI i '' •...• `S M o 'rrn u N z° 5 v i °zaim co a maaLL 0100 o E 10oz EXTERIOR O oa 50 0 U 20 N N C A w w Q V) GO Of HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck o ° 0 a a d 0.15" C'SINK --1 TYP.) EXTERIOR SEE NOTE 1 INTERIOR 10 I 12 14 DATE: 02124112. T.S. 10 SCALE: N.T.S. 9 DWG. BY: JK 4 HORIZONTAL CROSS SECTION OHK. BY: LFS Q Inswing configuration DRAWING NO.: FL— 15036.10 SHEET 4 OF 10 v v. n p 3 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHZ' water infiltration requirements i1JTLLpA mi z 4`O` °umy N MEa Q • 1 1l U tv o o a Z o Z U f 61 N EP omo 0 54rm m w 64 63 C za ro` cc;o a maaa LL E 0 W 40 19 8 7 EXTERIOR INTERIOR INTERIOR EXTERIOR moo z 0 40 61 cc w V) w 32 62 m M IS a cc a 64 63 r2' VERTICAL CROSS SECTION - 0 a 0 a Shown w/1Xsub-buck o e E 60 61 2m e FXTFI?l )R INTERIOR o g 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHT' Water infiltration requirements z a: i m p ° e - 66 5 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for 'HVHT'water infiltration requirements X DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING ND.: FL- 15036.10 SHEET 5 of 10 z a SEE NOTE I iJ INTERIOR —""y — EXTERIO 11 VERTICAL CROSS SECTION 6 OutsMngshown- Inswing also approved EXTERIOR; SEE NOTE 1 M INTERIOR z a m 0 n INTERIOR EXTERIOR D VERTICAL CROSS SECTION SEE NOTE 1 M 5o 6 Outswing configuration 11 19 N a a 3 VERTICAL CROSS SECTION 6 Outswing configuration SEE NOTE I INTERIOR EXTERIOR 6 Aj JQ j n i %• CO on z 7 w v Z O 0 a mnErn0 m Na u°a d0a E T aLL 0 2 `VERTICAL CROSS SECTION z 6 Shown w/I X sub -buck o O GN J UwF-V) WV NOTE: K:5 M o 1. Anchors ass'y thru head and sill at 4" in from each corner end. o o' a ao. INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 6 Inswing configuration TE: 02 24112 ALE: N. T. S. w. BY: JK IK. BY: LFS AWING NO.: FL— 15036.10 EE __L Of 1 Q MASONRI OPENING 2X BUC D TYP. HEAD JAMBS ASTRAGAL AND MULLIONS SHOWN FOR REFERENCE IT ONLY BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE' MIN. CLEARANCE: TYPE-. 31IE EMBEDMENT2 TO MASONRY TO ADJACENT EDGE :.-:. ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW ® 3/16" 1-1/4" 3" TAPCON YVUUU 3 -KCW IIVJIALLAIIUIV IVUICG. 1. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 7s• 3" MASONRY OPENING FRAME 2X BUCK -I ASTRAGAL STRIKE JAMB 2 63 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Outswing) 63 65 66 DETAIL 2 Attach surface bolt strike plate at the threshold Outswing) 3 6" I I II II I II SEE DETAIL II I TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE M TYP ONLY N IF TYP. SILL SEE DETAIL I 2„ I 1 1 1 1 I I LaI I FRAME ANCHORING HINGE JAMB Masonry 2X buck construction 2 2`1 L 64 DETAIL 1 Attach astragal/surface bolt strike plates to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plate of the threshold Inswing) 28 L 27 LATCH & DEADBOLT DETAIL HINGE DETAIL W vO1i n mro V) z ow 0 U N Z E 2 0 Z (3gro9mW m A = d o B a ,a man. z 0 5 6 czw S K: NZO Z 25 C) O N KO VO Lo QU D=U w ¢Z j O YY r G mm a a SME: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NV_: FL-15036.10 SHEET % OF 10 z f SEE DETAIL 1„ J TYP. HEAD JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. SILL SEE DETAIL I I I I I I 1 I I O N;• . m z° F:+ O n 1- J i z o m 0 it t/l l ll ll % U n .. z 0 v a zd r ^ o Em azmoa MASONRY a 00. OPENING 16 a m a a LL 9 a 28 a € o Z L 8 g " O Y X y Z)Z a N cc 8 FRAME i — L o x O ~C) 27 avy Coiv 5 m o=U ti cc N ¢ z W WU 1 X BUCK y LATCH d DEADBOLT DETAIL 0 Q W 9 a - m 12 mm 10 n a NzWOO n HINGE JAMB e w ASTRAGAL STRIKE JAMB FRAMEANCHORING 02 s CONCRETE ANCHOR NOTES: Masonry 1 X buck construction HINGE DETAIL L L a ¢ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a a edge distance to mortarjotnts. > 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to G 67 maintain the min. edge distance to mortorjoints, additional concrete anchors 64 63 65 66 2 63 v ¢ may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: \ c N O a DATE: 02/24/12 63 G 64 63 SCALE: N.T.S. 2 DWG. BY: JK DETAIL 2 DETAIL 2 DETAIL 1 DETAIL I cHK. BY: LFS Attach surface bolt Attach surface bolt Attach astragal/surface bolt Attach astragal/surface bolt DRAWING NO.: WOOD SCREW INSTALLATION NOTES: strike plate at the threshold strike plate at the threshold strike plates to frame strike plates to frame 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of (Inswing) (Outswing) as shown (Inswing) as shown (Outswing) FL— 7 5036.10 wood screws to prevent the splitting of wood. SHEET 8 or 10 ANCHOR ANGHOR MIN. CLEARANCE: MIN. CLEARANCE- TYPE SIZE EMBEDMENT TO MASONRY .. 70 ADJACENT EDGE ANCHOR ITW ® 1/4" 1-1/4" 2" 4" TAPCON ITW 3/16" 1.1/4" 3" TAPCON® O. m vY i N 6 t W Y'` Z o rn crnnyco Z o m o ON..Z v 2 0 Z UEomo 95.25'— cn g S 4 t m a mELaG. 8.88" 18.38" 20.63" , 8.5" 14.38" -{ cO E IEmZ 0 C4OJaO lOO 13 TYP. O o J G r 13 TYP. TYP. 13 S msW3.25' U CD w tim a OO O F 4.5' m ma aa 3.25' mm 7' 2 v OJS j--1.91" 0.75' O Ory rn I Wmw ZO 2 N SEE NOTE I A-4— 0.06" o J-2: ASTRAGALDETAIL1 NOTE: DATE: 02124112 SCALE: N.T.S. 1. THE ASTRAGAL BOLT HAS A Y THROW AT THE TOP AND DWG. BY: JKTHEBOTTOM. CHK. BY: LFS ORAWNG NO.: FL- 15036.10 SHEET __L OF 10 Pd z z f OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (780J STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4"SHIM SPACE WOOD 23 PLASTIC LIP LITE FRAME (SMCJ PVC D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 24 1/4"INTERCEPT SPACER STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 SILICONE CAULK SILICONE 26 PLASTIC LIP LITE FRAME PVC PVC F 1 /4" X 1-3/4" ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 1 /4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79" PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD L 8 X 2-1l2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 ASTRAGAL STRIKE PLATE STEEL 41 DOOR SKIN; .125" MIN. THK, FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4" X 4" HINGE .09T' THK. STEEL 45 BOTTOM RAIL COMP. 10 10 X 3/4"PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM (1.9 Ibs. DENSITY POLYURETHANE 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4" PFH WOOD SCREW STEEL 51 SIDELITE TOP 8 BOTTOM RAIL COMP. 13 10 X 1-1 /2" PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1 /2"SURFACE BOLT SPACER STEEL 15 INSWING SIDELITE SPACER PVC bl IVES SURFACE BOLT #454 8.0" L. X .25"THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1 /420 SEX BOLT W/ 1 /4-20 FEMALE END X 1-3l4" L. STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 b-18 X 1-3/4" PFH SCREW STEEL 64 10 X 2-1/7' PfH SCREW STEEL 19 HEADER JAMB (PINE) SG >= 0.42 WOOD 65 3/16" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 66 3/i b" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 67 3/16" X 3.3/4" PFH ITW CONCRETE SCREW STEEL G• Jyg of Q ^ tA jj o ei^Z 4m z O o m i Y'• fij m n ri ll 11111 ,`z m i v Z O z U m p° L O C W N C VI Mal 7 Otm da a maa 9 z W p 5 ww v J z w m J U mo 0o ¢ a a JJ} m m 4 a 0 0 N N N d d z 4.56" F _ 2.217' — o o I Qoo i o 2.36" ram— 4.63" -i fizHEADdSIDEELITEo 19 20 Jamb 2.59" 16 Spacer 2.15" 1.68" 02.36" 4.56„f . 69" 1.68"5.75" -{ o DATE: 12 i 0 SGLE: N.T.S. c0 O P h h ] DWG. BY: ,JK a L 0.53" —1 {—i--.53" 1 CHK. By: LFS 3 1 DRAWING NO.: 1 NIGH WATER DAM THRESHOLD PLASTIC LIP LITE FRAME INSWING SIDELITE PLASTIC LIP UTE FRAME FL-15036.10 N SMC 15 Spacer 26 PVC ? 33 SELF ADJUSTING SADDLE THREHOLD N SHEET 1O OF 1O BILzo Of L 112/2618 Florida Building Code Online BCIS Home - Log In : User Registration Hot Topics , Submit Surcharge Stats & Facts , Publications FBC Staff BCIS Site Map F!c, tla Product Approval t USER: Public User a,xri e r Product ADDroyal Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE v Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Ytf Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvdWidku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1 /2/2018 X I Florida Building Code Online Date Approved 10/10/2017 ummaryofProducts FL # ( Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510807D.pdf PATINc;r, J Created bv_Indeoend-ent_Third_Party: Yes 15332.2 SERIES 420 ALUMINUM SGD` SERIFS 420 ALUMINUM SGD OX, XO, X-X 96"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08 00498E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514:_ Impact Resistant: No Created by Independent Third Party,: Yes Design Pressure: N/AEvaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE.; FL15332 R4 AE 5108056.1)df RATINGS j Created by Independent Third Party: Yes' REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 fI 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE j FL15332 R4 AE 512968C.pdf 15332. 4 SERIES 420'ALIUMIN UM SGD:: SERIES 420 ALUMINUM SGD REINFORCED OX,4X0, XX'96"x96', REINFORCED Limits of Use Installation Instructions' Approved for use in HVHZ: No FL15332 R4 II 08-02249C.odf Approved for use outside HVHZ: Yes_, Verified By: Luis Roberto Lomas 625141 Impact Resistant: No Created by Independent Third Party: Yes'„ Design Pressure: N/A; _ , Evaluation Reports Other: REFER TO APPROVAL DOCUMENT F_OR,DESIGN PRESSURE I FL15332 R4 AE 512459C.gdf RATINGS Created by Independent Third Party: Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 512970C.pdf RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE i FL15332 R4 AE 510806D.pdf RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I FL15332 R4 AE 510808D.Ddf 115332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON REINFORCED _- Limits of Use Installation Instructions https://vwvw. lea `I 1/5/2018 Approved for use in HVHZ: No FL15332 R4 II 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ! Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE I FL15332 R4 AE 510809D.Ddf RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.pdf RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 550-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO 3 OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 73. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF Ga0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER), D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS 1 REV 1 DESCRIPTION I DATE I APPROVED A ADDED CHARTS 03/05/12 1 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS R.L. REVISED INSTALLATION DETAILS j112§06/13 5 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L, MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED NOTES F.A. 1 08-00498 5CALE NTS — 02/23/09 1 S` 1 OF 10 L. ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE. NC 270=J s9.1-68BA600 rllwnas lrlamsspa.cam SIGNED: 0612012017 4VCENSF q61 o,,51 c rSTD/ArfTcEr OF O. R10P•G\ Lets R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" 6" MAX MAX 6" MAXi- 1 6" MAX 17" / MAX O.C. I O X 80" - MAX FRAME / HEIGHT / 6" MAX SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS N1 AND #2 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 46 v2-x 79' MAXIMUM D.L.O.: 44 518'x 74 518' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (PART a99-04445) LOCATED 38314-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL BOTTOM RAILS REVISIONS DESCRIPTION DATC APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 F.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART N1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET i Design pressure chart (pso Frame Single Panel and Total Frame Width (in) 36.0Height30.0 420 48.0 in) 60.00 72.00 84.00 9Q00 Pos Nag Pos I Nag Pas Nag Pos Nag 80.0 40.0 55.1 40.0 1 48.2 40.0 43.a 1 40.0 40.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET Y Design pressure chart (psO Frame Single Panel and Total Frame Width (in) Hoight 30.0 36.0 42.0 48.0 id) 60.00 72.00 84.)0 96.00 Pos Nag Pos Nag Pos Nag Pos Nag 80.0 S5.1 55.1 48.2 48.2 43.4 43.4 40.0 40.0 CHART #3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 4ZO 48.0 id) 60.0 72.0 84.0 96.0 HAS Jamb HAS I Jamb HAS I Jamb HAS Jamb 80.0 4 5 5 5 6 5 6 S MI WINDOWS AND DOORS LLC 650 WES7 MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION DRAWN: DWG NO. F.A. 08-00498 GLE NITS - 02/23/09 1 SREET2 OF 10 L R08ERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 2, 07J 404L6a•0609 Nlaruw(y+rrlomaspn.com SIGNED: 0612012017 J\ 5 R111L0///' 0M \ GyyEE N STATE OF r X1F 70NAL1E?G\\ Luis R. Lomos P.E. FL No.: 62514 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 17" 6' MAX — MAX _ O.C. 6' MAX I 17" MAX O.C. 80" T• MAX FRAME HEIGHT 6" MAX SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURE RATING IMPACT RATING SEE CHART4 FOR NUMBER OF t40.OPSF NONE LOCATIONS REQUIRED SEE CHARTS a1 AND a2 SHEET 2 FOR OTHER UNITS RATINGS 6' MAX NOTES: 1. MAXIMUM PANEL SIZE: 48 112-x 79" 2. MAXIAAUM D.L.O.: 44 5/S" x 74 yR" HARDWARE SCHEDULE I ) FLAT MOUNTED HANDLE SET (PART 099-04-145) LOCATED 38 314. ON CENTER FROMPANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART *9.17-195) AT EACH ENO OF PANEL BOTTOM RAILS REVrAONS DESCRIPION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/1$ R.L. REVISED INSTALLATION DETAILS O6/20/17 F.L- CHARTa4 Number o7 anchor louflons rvpufrad Fr— S4iglo Punol ano TOWI UM Wldlh (In) Hwghi 0) 30.0 J8.0 42.0 4&0 60.0 72,0 84.0 96.0 HIS Jamb HIS Jamb HIS Jamb HIS Jamb 0.0 4 Ls 5 5 1 6 1 5 1 8 F 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED FIN ELEVATION DRAWN: OWC NO. F.A. OS-00498 Sag-' NTS DATE 02/23/09 snEET3 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWIS WLLE, NC 270:3 434-668-0609 Alona>ry"rrlama.pu.com . SIGNED: 0612012017 E SFgf p T;AAT•{lccE O F , ao . 0 R 101': • ' s ONALtE\\\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN, EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEQMENT I BY OTHERS r 1/4 MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR 11 II II II INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO'BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 4 1/2" MIN, EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. MENT MIN. STANCE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/OS/12 R.L. REVISED PER NEW TESTING 10/29/13 F.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1/4" MAX. SHIM SPACE fo-1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION SIGNED: 0612012017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0\1111I1,n,,, QC, R' LOy i GRATZ, PA 17030\ GENSF 9J G 51 xSERIES420SGD 80" NON —REINFORCEDFRAMEXFRAMEINSTALLATIONDETAILS 9 TAT OFSE : LL DRAWN; DWG NO. RLV 08 E is/SJONA`1EaC\ scuE NTS OATS 5" 0'4802/23/09 OF 10 ill Luis R. Lomas P.E. L.ROBERTOLOMASP.E. 1432 WOODFORD RD LEWISYILLE. NC 27023 434.99-0609 rHomay lnom.ypu.com FL NO.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN, EDGE DISTANCE 1/4" MAX. SHIM SPACE MS OR DRILLING V ILL TO BE SET IN I BED OF PPROvED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: L INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T__ 1/2" MII EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVE=D A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/11 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/3C/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS ORAWN: OWO NO. F.A. 08-00498 CUE NTS °AT£ 02/23/09 1 SHET5 OF 10 L. ROBERTO LOMAS P.F. 1a.72 WOODFORD RD LEWISVILLE. NC Z70Zf a1+SB0-0009 rdomasQvfomayyw.wm SIGNED: 0612012017 GEN3Fgir 0,6 251 7 7/ AATT' s OR10P•G' s ONAL1\?` Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1 1/2» MIN 1" MIN. RE/ DESCRIPTION DATE APPRODVE SEPARATION I EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND -IN INSTALLATIONS 12/06/13 R.L. a 1 1/4" MIN. D REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE/ a. '. E { ENT tEMBEDMENT -- -•- E REVISED INSTALLATION DETAILS 06/20/t7 R.L. MASONRY 1 4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK r 1/4" MAX, TO BE 1•• c SHIM SPACE PROPERLY MIN. SECURED EDGE INTERIOR . SEE NOTE 3 DISTANCE SHEET 1 3/16» TAPCON o a MIN EXTERIOR INTERIOR SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ _ OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEIMASONRY INSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 y 1 1/4" MIN. NOTES: c 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, - EMBEDMENT NOTSHOWN FOR CLARITY. a . • t .. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 z 7/ MIN 1" MIN. MI WINDOWS AND DOORS LLC u+urll! SEPARATION EDGE DISTANCE 650 WEST MARKET STREET R. L pij VERTICAL CROSS SECTION GRATZ, PA 17030 •\C E N SF 9s CONCRET&MASONRY INSTALLA TION SERIES 420 SGD *• 4-O p*-- 96" X 80" NON -REINFORCED - rFRAMEINSTALLATIONDETAILS DRAWN: Dwc NO. REV iOF F.A. 08-00498 E/`sS/OryAIL SCALE NTS DATE 02/23/09 s"EET6 OF 10 IlfIIIlN1\\ L. ROSERTO LOMAS P.E. LU15 R. Lomas P.E. 1432 WDODFORD RD LEWISVILLE. NO 27023 FL No,; 62514a34-68L-0609 111am]slu 111onwvpu,com WOOD FP,AMING OR 2X BUCK BY OTHERS 10 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHO WN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I /')" MIN. DISTANCE MIN. VENT } 1 /4" MAX. SHIM SPACE WOOD ZEW 1 3/8" MIN, EMBEDMENT I 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. 0ENT MIN. GUI DISTANCE 1/4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTA LLA TION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: owc rvo. F.A. 08-00498 sc'L NTS I DATE 02/23/09 JsIHEC77 OF 10 L ROBERTO LAMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 43e-666.0609 rllomas(y lrlarusWL'wn SIGNED: 0612012017 NG1ErSF9s P; S TTAxTT OF ; REv F OR1DP• ?` E f issJaMIAt1,\``\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. 744 SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR TILL TO BE SET IN BEO OF PPROVED SEALANT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VVITH ASTM E2112 1/2" MIN. EDGE DISTANC 70 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLvISION5 REV DLSCRIP110N DATE I APPROVED A ADDEO CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 R,L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DNG .VD. F.A. 08-00498 scus NTS °ATE 02/23/09 SHEET 8 OF 10 L. ROBERTO LOLIAS P.E. 1.L92 WOODFORD RO LEWISVILLE, NC 270.J a3aBB8-060v sflanasQ+rkvnnrpa.can SIGNED: 06/20/2017 A' TATE OF aE NG\\ ONAL'1 \\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN 1" MIN, ISEPARATIONEDGEDISTANCE 1 1 /4' MIN. EMBEDMENT 1 /4" MAX, SHIM SPACE f-1 i EXTERIOR a• 2 7/8' MIN T SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 3/16" TAPCON INTERIOR REVISIONS REV DESCRIPnON DATE APPROVED A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 07/:50/15 R.L. EMBEDMENT REVISED INR.L. 7 MIN. I E STALLATION DETAILS 06/20/17 R. MAX. SHIM SPACE DMIN INTERIOR EDIST o 3" MIN SEPARATION 3/ 16" TAPCON SILL TO BE SET IN EXTERIOR A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONAY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. 1NTERIOR AND EXTERIOR FINISHES, BY OTHERS, Y- T NOT SHOWN FOR CLARITY. 1 1 /4" MIN. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612012017 MI WINDOWS AND DOORS LLC I1L1/I,, 650 WEST MARKET STREET 11R 5 •' • O 9S J 1" MIN. GRATZ, PA 17030 CENS EDGE DISTANCE SERIES 420 SGO o b 61 96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS TAT E OF 0' cF' DRAWN: owc NO. aLv FG0 R10h • ' 08 E NAl. v seeNTS DATE 02/23/09 snLl4g8 OF 10 10,G\ L. RODER TO LOMAS P. E. 1432 LVOOOFORD RD LEWISVILLE, NC 2702.7 Luis R. LOTOS P.E. 474- 666.0609 fllOmav(.m 1(1 apv M FL No.: 62514 WOOD FRAMING —{ 1/4 MAX BY OTHERS { ^ SHIM SPACE 8 WOOD SCREW INTERIOR 1 1/4" MIN. EMBE-DME{N—T V_ f APPROVED SEALANT BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE t— JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN ( 1 1/4" MIN. EMBEDMENT WOOD FRAMING SCCREWREW 8 BY OTHERS INTERIOR 1/4" MAX. HOOK STRIP 7/16" MIN EDGE DISTANCE EXTERIOR RLV51ONS DMCRIARON DATE APPROvED ADDED CHARTS 03/05/12 R.L' REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 F.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8" MIN. EDGE DIST. TRIM \ INTERIOR MASONRY/CONCRETE BY OTHERS 1/2" MIN. EDGE DISTANCE HOOK STRIP SHIM SPACE #10 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9, NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALAN7BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2X BUCK OR - WOOD FRAMING BY OTHERS TRIM — INTERIOR HOOK STRIP — PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. I EDGE DISTANCE 1 3/8" MIN. EMBEDMENT WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCK WOOD FRAMING 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" 7APCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80' NON —REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00498 c'' NTS I DATE 02/23/09 s" T 10 OF 10 L. ROEERTO LOMAS P, E. N32 W000FORD RD LEWISVILLE, NC 27023 434-W-0609 rlloma$&IroM0Sp,. SIGNED: 0612012017 OENSFgJ+ Sy51 x T(ATrE 0 F OA. ONAIL1 "' Luis R. Lomas P.F. FL No.: 62514 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XC, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION i NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REV610N5 D=RIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 05/21/17 R.L. SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 1ltlllru, GRATZ, PA 17030 G E 0 &251 x= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96"' X 96" f c — NOTES A $TAT ` 0;" co•FCORIO?•t' DRAWN: DwcND• Rev V.L. OS-02249 C cS5 -... BCDA 7ONALL V Luis R. Lomas P.E. SCALE NTS ATe 10/30/73 5M 1 OF 109 L. ROSERrO COMAS P. E. 1432 WOODFORD RD LEWISVILLE, NO 270TJ 174.W-0609 rtbma,olGfomaspd.can . FL NO.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX -- - 17` MAX O.C. 6" MAX 6" MAX 17" MAX O.C. 96- MAX FRAME HEIGHT 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS NI AND A2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112' x 95' 2. MAXIMUM D.L.D.: 44 5,'8' x 90 5/8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3I4' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99,17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-76 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS CHART xl WHERE WATER INFILTRATION RESISTANCE IS REDUIRED. Design pressure chart (pso Ramp Soot. Panel and Total Frame Wdth (in) HOlght 30.0 1 36.0 420 48.0 In) 00,00 7200 94.00 96.00 Pas Nog Pos Nog I POS I Nog I Pos I Nag 94.0 40.0 58.4 40.0 50.9 40-0a0.0 a2.0 88.0 40.0 55.2 40.0 a6.0 40.0 43.0 39.4 39.4 92.0 40.0 52.4 4D.0 45.4 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.738.4 35.0 36.0 CHART R2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SEE NOTE 9 SHEET 1 Design pressure chart (pso franq Single Panel and Total Framo Wdlh (In) Haight 30.0 3G0 420 48.0 In) 60.00 72Do BIC 00 46.00 Pos Nag Pos Neg Pos N®g Pos Nag 84.0 58.4 1 58.4 1 50,91 50.9 1 45.7 1 45.7 1 42.0 I 42.0 86.0 55.2 1 55.2 1 40.0 28 43.0 43.0 39A 39.4 920 52.4 52.4 45A Mu 40.8 46 ( 37.1 37.1 9G0 49.8 49.8 43.1 43.1 38.4 38.4 35A 1 35.0 r`LJ4 ar - Number or anchor locaHonsregwlrod Rarre Holght Single Panel and Tots! Framm Width In) 300 36.0 42.0 1 48.0 In) 60.0 720 84.0 96.0 HBS 1 Jamb H6S I.Jamb H8S Jamb HSS lamb a 4 6 5 B 6 6 fi 6 88.0 4 6 5 6 6 6 6 1 6 92.0 4 6 5 8 8 6 fi 1 6 a6,3 a 6 s 6 6 s 7FT 6 kE"SIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS O8/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DReWN: Dwe NO, V,L. 08-02249 NTS DATE 10/30/13 2 OF 10 L. ROBERTO LOMAS P.E. 1432 WOpOFOIiD ,90 LEWISVILLE, NO 270,3 434-666-0609 dl--':'ln-sp"'- SIGNED: 0612112017 s 1R11 i I i1 A CEN`SF9`P TAT E OF O . 0R10F ONA 4iE\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS N FIR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6- IAX t L 17' MAX r f i—O.C. 6" MAX 6" MAX i 17" MAX O.G. 6" S_ AX 1M E GHT 6" MAX I 2) ANCHORS PER LOCATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART a4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED f35.OPSF NONE SEE CHARTS A' 1 AND p2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 38 314- ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS NLN 1 ESCRIPTION DATE .APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1, MAXIMUM PANEL SIZE: 48 1,2' x 95" 2. MAXIMUM D. L.O.: 44 5/8" x 90 $13" CHART p4 N—tbor olanohor 1"atlonsrepulrod Fra ro rlognt Singlo Panol and Total Unit Width (in) 30.0 36.0 42.0 48.0 60.0 7Z.0 84.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 4 6 5 6 6 6 6 6Z46566666 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION ORAWN: DWC N0. REV V.L. 05-02249 C scut NTS -TE 10/30/13 S-Lr3 OF 10 I.. ROOERTO LOMAS A.E. 1442 WOODFORD RD LEWIS VILLE. NC 27023 434-600609 rBo,nP5rj)lrlomaspe.0 m SIGNED: 0612112017 11gl I 11lfl/ T rE OF RIOP AL7? Luls R. Lomas P.E. FL No.: 62514 MIN. 1E REVISIONS EDGE DISTANCED REV DESCRIPTION DATE APPROVED A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. WOOD FRAMING OR 2X BUCK 1 3/8" MIN. EMBEQMENT C REVSED INSTALLATION OETAILS 06/21/17 R.L BY OTHERS 1/4 MAX. SHIM 10 WOOD SCREW SPACE 1 3/8" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR INTERIOR Illull 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT 41N, Iuvc u1-CE 10 WOOD J SCREW EXTERIOR w00D FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 06,2112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. uLIIIUII, 5 R'. L jj/i PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" o y51 t x1F, FRAME INSTALLATION DETAILS TATE OF7w+ O . CfC • F[ 0 R101; • ORwwN; awc No. RLv V.L. 08-02249 C isSLONALscuN7So"TE 10/30/13 s"EET4 OF 10 I/111111U1\ L, ROBERTO LOMAS P.E. NO2 WOOOFORD RD LEWISVILLE. NC 27= Luis R. Lomas P.E. 434 69A-0609 nromas Iulomatpv.com FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 /4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 70 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 T- 1/2" Mil EDGE DISTF 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV190n5 RLV DESCPoPTON DATE APPROVED A ADDED R.ANOE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAL CATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 S R'. 0 y GENO*. SERIES 420 SGD REINFORCED WITHOUT ADAPTER Tt• 0 6251 * = 96" X 96" FRAME INSTALLATION DETAILS PTATE OF DRAWN: DWC NO. FE\'F OR1 P V. L u 08- 02249 C isslO0RV l111II111\ NTSDATE10/30/13 sREETS OF 10 L. ROBERTO LOMAS P.E. 1492 WOODFORD RD LEWISVILLE, NC 270:J Luis R. Lomas P.E. 431OS8. 0009 ,rromaapuwrnasp,.com FL No.: 62514 1 1/2" MIN 1" MIN. 1_ SEPARATION EDGE DISTANCE 4 a ^ 1 1/4" MIN. 4. EMBEDMENT CONCRETE/ 4 MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL J IX BUCK -- TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I' I I I INTERIOR SILL TO SET IN APPROVEDESEALANT 4- --F a 1 1/4" MIN. a•. EMBEDMENT 4 2 7/8" MIN 1 • MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DMAIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4• MIN EMBEDMENT I 1/4" MAX, y• •Q ' SHIM SPACE MIN. (+ INTERIOR EDGE DISTANCE 13L c 3' a MIA SEPARATION a • 3/16• TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL ix BUCK CONCRETEIMASONRY INSTALLATON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17H ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 w11Y' I"11Ii, 5 R'. O SERIES 420 SOD REINFORCED WITHOUT ADAPTER Z 96" X 96" FRAME INSTALLATION DETAILS oTAT E OF •` O DRAvrN: Dwc No. RE, e•'4CQR10?• V.L. SCALENTS DATE 08-02249 C pNAL1 10/ 30/13 SHEET6 OF 10 L. ROBERD 7432 WDDOFORD AD LEWISVILLLLE.E, NC .".%DYJ EWfS LulsR. Lomas P.E. 134-68d- m9 rrrorruspfram3slx..cam FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3%8" MIN. OR 2X BUCK 4 EMBEDMENT BY OTHERS I SHIM SPACE 110 WOOD SCREWS EXTERIOR LLU LLU INTERIOR f0 BE SET IN OF VEO SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHER MIN. vIENT vv uia iniv4G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 RLMWNS RLV DESDRIPTIGN DATE MPFDVED A ADDED F ANCE AND FIN INSTALLATION 12/10/13 R. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1/2• MIN. INTERIOR EDGE DISTANCE 10 WOOD SCREWS EXTERIOR WOOD FRAMING -7-= L JAMS INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC rrrrlj 650 WEST MARKET STREET ttttll S!;'. OZj i GRATZ, PA 17030 CEN' SERIES 420 SGD REINFORCED WITHOUT ADAPTER fir• Q y51 y 96" X 96" FLANGE INSTALLATION DETAILS TATE OF C) DRAWN: V.L. DWG NO. REV n 'P<OR\OP• S'A" 08-02249 C j Y/71/NAL1111NTSReLATE10/30/13 s77 OF 10 t\V LROSERTOLOMASP.E. 1472 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. 34-089•0609 dbrnas(11r lrfom,Tspn._ FL No.: 62514 1/2" MIN, EDGE DISTANCE METAL —1. 13 STRUCTURE y BY OTHERS J EXTERIOR 1 /4" MAX. I SHIM SPACE 1-1—,# 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Im 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS c eu ae RE%1=14S RED' DESCRIPTION OATf APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 F. B REVISED INSTALLATION DETAILS C8/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612712017 MI WINDOWS AND DOORS LLC utL1111uI 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 06/1 Tt 96" X TIOFLANGEINSTALLATION DETAILS EpO•. TAT OF " 4,1 DRAWN: Ow0 NO. REV C D(t10P• \ 4\ V.L. 09-02249 C i S v \ DAB NTS °^TE 10/30/13 --8 OF 10 hllAiit N\` L. ROSERTOLOMA3P.E. 1432 WOODFORD RD LEWISVILLE. NC 27003 LUIS R. Lomas P.E. 431 688-0600 inom,,yplramavPu.cwn FL No.: 62514 1 1'/2" MIN. 1' MIN. REVISIONS SEPARATION EDGE DISTANCE REV DESCRIPnoN DATE APPROVED A ADDED FLANGE AND FIN INSTAUATIGN 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 4 1 1/4" MIN, C REVISED tNSTALATION DETAILS 06/21/17 R.L CONCRETE/ ° • a, ' EMBEDMENT 1 1/4" MIN. MASONRY EMBEDMENTBYOTHERSi1/4" MAX. SHIM SPACEOPTIONAL 1X BUCK TO BE _ 1/4" MAX. PROPERLY 1" •a SHIM SPACE SECURED I INTERIORSEENOTE3MIN. SHEET 1 EDGE DISTANCE a I 3/16" TAPCON a. 3" EXTERIOR INTERIOR MIN, SEPARATION _ SILL TO BE SET IN A BED OF ED 3/16" TAPCON EXTERIOR3/16" TAPCON APPROVED SEALANT Z CONCRETE/MASONRY MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATIONCONCRETEOPTIONAL1XBUCKBYOTHERSTOBEPROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, a, IEMBEDMENT NOT SHOWN FOR CLARITY a • 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 2 7/8" MIN. 1" MIN. MI WINDOWS AND DOORS LLC 111111Iru, SEPARATION EDGE DISTANCE 650 WEST MARKET STREET R. LO . , VERTICAL CROSS SECTION GRAT2, PA 17030 •GENS9 CONCRETEJMASONRYINSTALLATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER —*• 0 TO 96" X 96" FLANGE INSTALLATION DETAILS P T V.L. DRAWN owcNo. . OH-02249 RLv %CORIOA•G? SCJLE NTS DATE 10/30/13 sxEET9 OF 10 G /ijs NAL1E? L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NCZ7023 Luis R. Lomas P.E. 34-0s8-0609 momss;¢rnoniusp„.on, FL No.: 62514 WOOD FRAMING -I1/4' MAX BY OTHERS r SHIM SPACE 1 ir MIN. L EMBEDMENTAPPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/ 16" MIN EDGE DISTANCE EXTERIOR INTERIOR I I aim EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN, EMBEDMENT TWOOD FRAMINGBY OTHERS 1/ 4" MAX. r SHIM SPACE 7F= INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. RE' ASIONS REV DESCRIPTION DATE APPRCVt,O A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 F.L. C REVISED INSTALLATION DETAILS 06/21/17 R,L 1 5/8" MIN, EDGE DIST, 1 `I a L TRIM ° 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE BY OTHERS HOOK STRIP 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/ 16" EXTERIOR CJ PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY,' CONCRETE 1/ 2" MIN. METAL STRUCTURE EDGE BY OTHERS 1/2" MIN. DISTANCE r EDGE DISTANCE TRIM INTERIOR f 3/B" MIN. EMBEDMENT HOOK STRIP HOOK STRIP /' T # 10 SELF DRILLING SCREW 10 WOOD — PANEL SCREWEXTERIORINTERLOCKEXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 0612712017 2XBUCKANOODFRAMINGMI WINDOWS AND DOORS LLC 11141l7nI 650 WEST MARKET STREET \\J 5 R.. LO i GRATZ, PA 17030.ENO E tv SERIES 420 SGD REINFORCED WITHOUT ADAPTER z *- 051 y * — 96" x96" ((SE A - NAILFIN & HOOK IMSTALLATION DETAILS `STATE OF La NOTES: DRAWN; ND.' 7. INTERIOR AND EXTERIOR FINISHES, BY OTHER$, REv C ••OR1NOT SHOWN FORCLARITY. V. L.2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE S NTS F 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROSERTO LOMAS P. E. 1432W000FORDRDL£WI$ VILLE.NC27023 Luis R. Lomas P.E. 434-6SS- 0609 d+°m4,Gbn,;py.com FL No.: 62514 INTERIOR TRIM REVISIONS REV OcSCPoPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. li REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. ' REOUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/05/15 F.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTALLATION DETAILS06/22/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL• EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RA710 IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE. A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). SIGNED: 0612212017 D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 1111t1U Yi,, 650 WESTSTREET REN O//iqpTZ. MARKET PA S 1 \ •\O S* SERIES 430 SGD 6261 *= 143" x 80" NON REINFORCED tr ` NOTES P TATE OF 4 TABLE OF CONTENTS DRAWN: DWD N0. REV i`s f 0RLOPSHEETNO. DESCRIPTION 08-00 02 E iiSlONA`E V j DATE 23 09 1 OF 9 2 ELEVATION r w000FOAOROLE SYlLLE.NC27p23 Luls R. Lomas P.E. 3 — 9INSTALLATION DETAILS 434-we.D6D9 am35 DyIpmDypy,WD FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER. OF LOCATIONS REQUIRED 6" MAX 17"MAX 6" MAXO.C. i 6" MAX L 17" MAX 80" O.C. MAX RAME - EIGHT L 6" MAX i X 1 X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS p) AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112'x 79' 2. MAXIMUM D, L.O.: 44 314' x 74 N8' HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 36 3W FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS PLYISIDNS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 RA - ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. CHART AY WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psfl Frame Single Panel and Total Frame Width (in) Haight 3&0 36.0 42,0 47.7 in) 90.00 108.00 126.00 143.00 Pos Neg Pos Nag Pos Nag Pos Neg 80.0 40.0 54,9 40.0 48.0 40.D 43.2 40,0 40.0 CHART x2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (p4 Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 1 42.0 1 47.7 in) 901 108.00 126.00 143.00Pos00NegPosNagPosNagPosNog 80.0 54.9 1 54.9 1 48.0 48.0 43.2 43.2_1 40.0 1 40.0 CHART x3 Number of anchor locations required Frame Height in) Single Panel and Total Frame Width (in) 30.0 36.0 1420 47.7 90.0 108.0 1 126.0 1 143.0 HBS I Jamb I H8S I Jamb I H8S I Jamb I H8S I Jamb 0.0 6 1 5 7 1 5 1 8 1 5 1 9 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143" x 80' NON REINFORCED ELEVATION DRAWN; OWO NO. F.A. 08-00502 SCALE NTS I DATE 02/23/09 1 `72 OF 9 L, R08ERTO LOWS P.E. 0432 WOODFORO R0 LEWISVILLE, NC 27023 434-668-0609 rllomavPw) .Sp - SIGNED: 0612212017 4 GENSFgS TAT FtoRlO'• Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEW TES6NG 10/15/13 R,L 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK D REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L SHIM 10 WOOD SPACE 1 3/8" MIN. 1/4" MAX. SCREW EMBEDMENT SHIM SPACE 1/2" MIN. INTERIOREDGEDISTANCE EXTERIOR INTERIOR SET IN APPROVED 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD MIN, SCREW MENT WOOD FRAMING OR 2X BUCK BY OTHERS cwc vla lrlv.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATfON MI WWDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRAWN; DWG N0. F.A. 08--00502 SCALE NTS CA- 02/23/09 SH-3 OF 9 L. ROBERTO LOMAS P.E. 1i32 WOODFORD RD LE WIS VR LE, NC 27023 434 688-0609 e#o 5(,)trlcrosspn.wm SIGNED: 0612212017 R l I to NOENSc:9JT 51 . STATE OF "a " iiFiP • ' 0 lot., Luis R. Lomas P.E. FL No.: 62514 1 /2" MIN. METAL EDGE DISTANCE 1 STRUCTURE 1/4"MAX. BY OTHERS SHIM SPACE I 10 SMS OR SELF DRILLING SCREW METAL S:tRUCTURE BY OTHERS EXTERIOR 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED NLANT 1(2'MIN 1-1EDGEDISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /2" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE EXTERIOR REVISIONS RN DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 F.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L. INTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612212017 MI DOORS LLC 650DWEST MARWSKETSTREET V\5tt1 lIIL10 GRATZ, PA 17030 CENSF Qs ir• p51 1SERIES430SGD 143" x 80" NON REINFORCED r FRAME INSTALLATION DETAILS TE OF ii.t s F<0 Rtap: •G• \ Ow.wrl: On No. Rev OS E 11HAl.tSCALENTSDATE5UT4202/23/09 OF 9 Luis R. LOMOS P.E. L. R08ERTO LOMAS P.E. f a12 WOODFORD RD LEWISVILLE, NC 27023 3"688-0609 FL NO.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EDGE DISTANCE a 1 1/4" MIN. c EMBEDMENT i l 1 /7MAX. SHIM SPACE 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN, EMBEDMENT MIN. EDGE •'v DISTANCE .' d 3" MIN. SEPARATION o..•. 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS L 1 1/4" MIN. EMBEDMENT a. 2 7/8' MIN. T 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1/4" MAX. I ` SHIM SPACE REVISIONS REV DESCRIPTION WE APPRVED A ADDEO CHARTS 03/06/12 RA, 8 REVISED PER NEw TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L INTERIOR J EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINS7ALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WIN650DOWS AND WWEST MARKET OORS STREET GRATZ, PA 17030 R1ltLto V $ yrSERIES430SGD 143" x 80' NON REINFORCED FRAME INSTALLATION DETAILS p : TAT8 OF ; w= O'ns;clOR10F•G r NIAIII?\` DRANK: OWG N0._005 OBREV E scan: NTS GATE 02/23/09 S"eET52 OF 9 Luis R. Lomas P, E. FL NO.: 62514 L ROBEHTO LOMAS P.E. 1432 WOODFOAD RD LEWISVILLE, NC 27VJ 3a 6d8_0609 illoma$ jfI n3spv.can WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE EXTERIOR II I 11 11 11. 11 INTERIOR CVVC VIJ IHIVI.G VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 SET IN APPROVED MIN, RENT 1 3/8" MIN. EMBEDMENT T- 1/2" MIN, EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. F SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDEO CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R,L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OWO N0. F.A. 08-00502 SCALE NTS DATE 02/23/09 s'-6 OF 9 L. ROBERTO LO)WAS P.E. 432 WOODFORD RD LEWIS 'LE. NO 27023 434-699-N09 rfloma5@blomarp.can SIGNED: 0612212017 1k 11COj YY/ i b251* TAT E OF REV i F`''IORIOP• '' E Luis R. Lomas P.E. FL NO.: 62514 METAL STRUCTURE BY OTHERS 10 SMS SELF DRILL SCI METAL STRUCTURE BY OTHERS 1/2" MIN, _ EDGE DISTANCE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW 1/2" MIN. EDGE DISTANCE I INTERIOR JJ10 SMS OR SELF DRILLING SCREWS r SILL TO BE SET IN A BED OF APPROVED SEALANT METAL - In STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE REVISION: REV DESCRIPTION DATE I PPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/C5/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SGD 143" x 80" NON REINFORCED FLANGE INSTALLATION DETAILS OWC NO. F.A. 1 08-00502 s(i,lE NTS DAB 02/23/09 s'-7 OF 9 L. ROBERTO 40MASP.E. 1132 WOODFORD RD LEWISVILLE. NC 27023 434-686.0609 rllomasQdLfan apo.mm SIGNED: 0612212017 RAIL/O41/ OENSFgd1 TTAAT 5 OF Rev %F•,OR10F•'a E sS10NAL1 0G\ Luls R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS n a 1 1/4" MIN, EMBEDMENT OPTIONAL 1X BUCK f TO BE PROPERLY SECURED 1/4" MAX. SEE NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 1 1/4" MIN. EMBEDMENT i MIN. EDGE o DISTANCE 3- MI N. SEPARATION ( - ° •. 3/16" TAPCON 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT , CONCRETE/MASONRY MASONRY/ BY OTHERS CONCRETE BY OTHERS f 1 1/4" MIN. EMBEDMENT n, INTERIOR 2 7/B" MIN. 1" MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLATION 1/4" MAX. SHIM SPACE 1 RENSIDNS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R,L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 I R,L, INTERIOR EXTERIOR JAMS INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEEMASONR Y INSTALLA TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET i NOTES: 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET tlluuurr/ R'. 0'Y i GRATZ, PA 17030 5 NSFq`% ko SERIES430SGD143" x 80" NON REINFORCED S1 Yr¢ FLANGEINSTALLATIONDETAILSATATFOF •tr\ DRAWN: DWC NO. REVORlah FA 0882 E Sf NALIE?` NTS °ATE 02/23/09 OF 9 L ROSER 70LOMASP.E. D132 WOODFORD RD LEWISVILLE. NCZ7023 rLuis R. Lomas P.E. 434- 656-0609 rllom:tl 0roma>(kl.cpn FL NO.: 62$14 REVISIONS REV DESCRIPDON DATE APPROVED A ADDED CHARTS 03/OE/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. 1 5/8' MIN. J C ADDED FLANGE INSTALLATIONS 12/06/13 F.L EDGE DIST. I D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. TRIM a . INTERIOR a t t/4" MIN, EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP —_ 1X BUCK TO BE METAL STRUCTURE 1/2" MIN. PROPERLY SECURED BY OTHERS EDGE DISTANCE TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP SCREWa S10 SELF DRILLING 1/2- MIN. EDGE DISTANCE PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT NOTES. 7. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, HOOK STRIP NOT SHOWN FOR CLARITY. 10 WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VIITH ASTM E2172 SCREW SIGNED: 0612212017 EXTERIOR PANEL INTERLOCK MI WINDOWS AND DOORS LLC HOOK STRIP INSTALLATION 650 WEST MARKET STREET 0 2X BUCKWOOD FRAMING GRATZ, PA 17030 G E NSFgS: SERIES 430 SGD 143" x 80" NON REINFORCED a51 HOOK INSTALLATION DETAILS OF DRAWN: ON'G NO. D- FATE : ku I REV %E`•.OR10h- 0$ 50 02 scvE E //isS/ONA't C`\ DATENTS 02/23/09 9 OF 9 L.A08FROLEWISJLLE. 7472 WOOOFORD RD L E WlSVULE. NC.'7027 LUIS R. Lomas P.E. 43+-633-0609 dbma,LrT. lrloma pu.can FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLOR104 BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR CO-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS, 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATION. RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 180A. 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET N0. DESCRIPTION 1I NOTES 2 ELEVATION^ 3 - 9I INSTALLATION DET REVISIONS Rom' DESCRIPTION I DATE gPpKOyEp A ADDEO CHARTS OS/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12 6,6/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS SIGNED. 0612212017 MI WINDOWS MARKEND T650TR ETLLC STREETGRATZ. PA 17030 Vp ENS9s' y— 143" 4.Ui NOTESSERIES 430/440 XIX SGD x 96" REINFORCED Q • _ 1pR10? G?\: S O A Luis R. Lomas P.E. DRAWN: F. A. DWO NO. 08- 00503 REv/ Is, ESCALE N7S DATE 02/23/09 sH1sT 1 OF 9 L ROBERTC LOAAS P,E. 1" 32 WOOOFORD RD LEWISVILLE, NC270_3 434- 680.0&09 rualus@f fomagpa.tom FL No.: 62514 RLYLSIONS 6" MAX - 1 6" MAX 1 1- 17" MAX O.C. 96" MAX FRAME HEIGHT I 1 6" MAX 1l 143" MAX FRAME WIDTH ANCHORS PER LOCATION E CHART N3 FOR WEER OF LOCATIONS QUIRED 17" MAX - 6" MAX O.C. SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.0PSF NONE SEE CHARTS A'I AND a2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 46 12"x 95- MAXIMUM D.L.O.: 44 314• x 90 516- HARDWARE SCHEDULE 1) FLAT MOUNTED HAN OLE SET (S9M4./45) AT 37 314. ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL 80TTOM RAILS LUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS LL.UMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF PANEL INTERLOCK DESCRIPTION A ADDED CHARTS 8 REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS CHARTp1 E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (ps0 Frnne SlnOle Panel and Total From Won (in) Fbighl so 36.0 420 d7,7 In) 90.00 0.00 726.00 1/A00 Pos Ne0 Yos I Ne0 I Poz I No0 I Pos I Ne0 7.9 ao.o s2.o 40.o ae.o. 6 a00 489 40.0 45.0Man, 1.7 400 461 40.0 42.3 9.0 a0,o 43.7 40.0 40.0 CHARTa2 WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED SFF NnTF O CHFFT , Design pressure chart (ps1 From 51N1e Panel and Total Franc Wdth (n) Holgnt 30.0 no 420 47.7 In) 90.00 10800 126.00 taJ.00 Pos I Noe Pos I Noy I Pos I Nag I Pos I Nog 84.0 60.0 60.0 57.9 5>.9 52.0 52.0 48.0 a8.0 88.0 60.0 7 54.6 54.6 48.9 48.9 45,0 45.D 920 5.9 59.6 51.1 11.1 46.1 16.1 12.3 42.3 96.0 56.8 56.6 49.0 49.0 43.7 43.7 40.0 40.0 CHART A13 Number ofanchor locatlonsrpulred From Single Panel and ToWI Fram Wdth (in) Flolght 30.0 1 36.0 42.0 477 b) 90.0 f08.0 126.o 1410 H6S Jamb Jemb H65 Jamb H6S IJA.b 84.0 8 1 fi 7 1 6 8 6 9 6 88.0 7 6 7 6 920 7 6 7 8 8 6 9 6 96.0 7 6 1 7 fi 8 6 9 6- MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRAWN: I DWG NO. F.F. 08-00503 CENTS DATE 02/23/09 s--2 OF 9 L. ROBERTO LOURS P. E. N32 WOODFORD RO LEWISVXLE, NC 27073 434-0d-0609 rlbm:rsQ 41ana>pe.com DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. O6/05/15 R.L. 06/22/17 R.L, SIGNED: 0612212017 R l Iffy", VOENSco4a7' TAE0 F"'r" u O. iT .F CO- - -, IN G?• 101NALcl LuisR. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING EMgEpMENT OR 2X BUCK BY OTHERS 71/4" SHIM 10 WOOD . SPACE SCREW i0 WOOD SCREW OD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 II II II INTERIOR wc vl inrv,c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN, EMBEDMENT 1/2" MIN, N. EDGE DISTANCE 10 WOOD SCREW 3E SET IN F APPROVED MIN, RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS REV DESCRIPMN DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 05/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL WCOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: Dwc NO. F.A. 08-00503 Cu NTS 1. 02/23/09 5 T3 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rBomus Moma3pa.cam SIGNED: 0612212017 r0 GENSF TTA T- OF 41 s/ONALI'llitkLE G`\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR ELF DRILLING SCREW M EfAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MAX. SHIM SPACE 1/2. MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 rIS OR TRILLING R TO BE SET IN 3ED OF APPROVED TLANT 1/4" MAX. I SHIM SPACE 1/2" MIN, EDGE DISTANCE INTERIOR 1 10 SMS OR SELF DRILUNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR REVISIONS REV DESCRIPTION DATEAPPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEw TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 sCA.Lc NTS I OAT" 02/23/09 s"w 4 OF 9 L. ROSERTO LOMAS V.E. 7432 WOODFORD RD LEWISVILLE. NC 27023 a.t-fi98.0009 +IlomasQDrrtwnaspe.com SIGNED: 0612212017 RI I to OTAT OF 0 - i/ j5"0NAI Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1 /2" MIN. I" MIN. SEPARATION EDGE DISTANCE ram--• . a • 1 1/4" MIN. a a' EMBEDMENT 1/4' MAX. SHIM SPACE 3/16" ,TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT IN. EDGE o DISTANCE 3 MIN. SEPARATION 3/16" TAPCON + SILL TO BE SET IN . a , A BED OF APPROVED SEALANT '! . CONCRETE/MASONRY 8Y OTHERS 1 1/4" MIN. EMBEDMENT a . 2 7/8"• MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 KN ISIONS DESCRIPTION DATE APPRO+ED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. C i l JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOINT SEALANT 8Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612212017 MI WINDOWS AND DOORS 1uIIruII LLC 650 WEST MARKET STREET GRATZ, PA 17030 1N SERIES 4 DXO c• FjQ, 51 * 6" REINFORCED143" x 96" REINFORCEDE FRAME INSTALLATION DETAILS ff_s",y<„ r,c TAT OF ; 4= DRAWN; D«c No. Rev i'e• 'cG 0 RIOt • ' OS o 53 E 0NALIE G\ scA E NTS DATE 02/23/09 s OF 9 L ROBERTO LOMAS P.E. 1,3: WOODFORD RD LEW/SVlLLE, NC 27023 Luis R. Lomas P.E. 43a•6jS-O$09 rrfomas(Irtonra>pa.com FL No.: 62514 D FRAMING i 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW DOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4" J1MAX. J SHIM SPACE INTERIOR 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, N'OT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8" MIN. EMBEDMENT REVISIONS REV DESCRIPTION DATE APPROVED A I ADDED CHARTS 03/06/12 R.L. 6 REVSED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R,L 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE E REVISED INSTALLATION DETAILS 06/22/17 1 R.L. l— — 1MIN. INTERIOR EDGEE DISTANCE 11 Io s8g10 WOOD _ SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 X1X SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: Owc N0, F. A. 08-00503 SCAU NTS I DATE 02/23/09 S; 6 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. PVC 27023 3, 688-0009 rnamas(O NIwniVpu.com SIGNED: 0612212017 0ttR1 VCENS. 9it TAT OF OF4Q Qi .c '•.0 iFS OR1Dh• G\ NIAL,\` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS L-X I EH/OH nv I cnrvn 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 1/2" MIN. _ EDGE DISTANCE 1/4" MAX. SHIM SPACE I OR 1/2" LLING MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE RLVNIONS fltti DESCWPTION DATE I MPROVEO A ADDED CHARTS 03/06/12 R.L. E REVISED PER NEW TESTING 10/15/13 R.L.. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN; OWc N0. F.A. 1 08-00503 SGLE NTS — 02/23/09 1 SHEET OF 9 L ROSERTO LOMAS P.E. 1. 32 WOODFORD AD LEWlSVILLE, NC 270 a i-6dd-0G09 nlom s(L Momn Pv.Com SIGNED: 0612212017 R111L O TAT e' 0 i FS O R lDP •G' S ONAt1O Luis R. Lomas P.E. FL No,: 62514 1 1/2" MIN. 1" MIN CONCRETE/ SEPARATION. EDGE DISTANCE MASONRY — — _ IBYOTHERS n 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY SECURED 1/4' MAX, E NOTE 3 SHIM SPACE SHEET 1 3/16" TAPCON EXTERIOR 3/16" TAPCON —\ MASONRY/ CONCRETE BY OTHERS JGrAKAI IVN VERTICAL CROSS SECTION CONCRETEIMASONR Y INSTALLATION INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE ° INTERIOR 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ftENSIONS REV OESCRtPWN DATE APPROVED A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/ 55/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L a J I JAMB INSTALLATION DETAIL CONCRET&MASONRY WSTALLATJON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. SY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 440/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: OwC No. F.A. 08-00503 rscaE NTS °ATE 02/23/09 -ELT8 OF 9 L. ROBERTO LOMAS P.E. 1432 W000FORO RD LEWISVILLE, NC 27023 r37-650-0509 iuomalplrroma>pe.can SIGNED: 0612212017 S (TI'ACTRlE o-Fp0 REV i cs [OR10P•G\• E r YiS 0NAL1E Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM —_ INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP -- 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS, 1X BUCK 70 BE PROPERLY SECURED I I 3/76" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE —\ BY OTHERS TRIM INTERIOR HOOK STRIP REVISIONS REV DESCRIPTION DATE APPROVEO A ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTINC 10/15/13 R.L. R.' rE ADDEDFIANCE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L 1/ 2' MIN. EDGE DISTANCE S10 SELF DRILLING SCREW 1/ 2` MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION v, METAL STRUCTURE INTERIOR TRIM 1 3' MIN. EMBEDMENT HOOK STRIP — SCR W WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK(WOOD FRAMING NOTES: L INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA.17030 SERIES 430/440 XIX SGD 143" z 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN: OWc No- F. A. 1 08-00503 sD" E NTS I GATE 02/23/09 5"EET9 OF 9 L. ROBERTO LOMAS Y.E. T432 WOODFORD RD LEWISVILLE. NC 270:J SIGNED: 0612212017 F. - LJo YYii iGENSFgs 11cv r D 6,251• 5 T,ATT 0 F Rev / ii•P i$' R 0 R 104: •G\; F E iiSfONAt•E?\\\ Luis R. Lomas P.E. FL No.: 62514 aCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats & Facts Publications FBC Staff . BCIS Site Map' i Links Search) ba ad Product Approval USER: Public User Product Anproval Menu > Product or Application Search > Application List > Application Detail FL # F1_9174-R12 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 8S0) 475-6197 Mark_Garon@Overheaddoor.com Mark Garon Mark_Garon@Overheaddooccom Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.corn Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida License PE-4671B Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 Equiv WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval summary of Products FL # I Model, Number or Name 9174.1 15120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0228-318958-P8 S.Ddf FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed odf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +1S.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33,50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 II 0229-318959-P9 S.ndf FL9174 R12 II 307494 P11 Track SUPDlement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Installation Instructions FL9174 R12 II 0230-318960-P10 S.pdf FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height, Max section height 21". Solid only no glazing available, Installation Instructions FL9174 R12 II 0231-318996-P6 S )df FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 ( 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart signed.idf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed odf FL9174 'R12 1I 319040 Pl Post Istall Instructions signed pdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suop signed odFDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-P6 S.odF Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sicined.pdf FL9174 R12 II 324620 P16 Jamb Connection Suoo signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174 PDF Created by Independent Third Party: Yesdoor. 9174.8 5120/9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section, Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.i)df Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supolement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18,50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions signed.odfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +30,00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pli Track Supplement Chart sgned.pdf Impact Resistant: Yes FL9174 R12 11 319040 PI Post Istall Instructions signed.ndf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 J5140/610019100/9400/960020/51 9' Max width. 10' Max height. Max section height 24". Glazing 40600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 lI 0600-319026-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rl2 II 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 9174.14 5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. FL9174 R12 II 307494 Pll Track Suoolement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-Q01R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Installation Instructions FL9174 R12 II 0602-319028-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed odf FL9174 R12 II 324620 P16 Jamb Connection Stipp signed {pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height, Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0603-319029-P6 S odf FL9174 R12 II 307494 P11 Traci: Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supo signed odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 II 0604-319030-P6 S.mdf FL9174 R12 II 307494 Pll Track Supplement Chart signed.pdf FL9174 R12 TI 319040 P1 Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supm sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24", Glazing 0605 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 I1 0605-319031-P5 S.odF FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 lamb Connection Sump signed.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0606-319032-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 Pl Post Istall Instructions signed.pdfImpactResistant: No FL9174 R12 II 324620 P16 Jamb Connection Sup) signed.)dfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39,20/-43.70 Other: Installation Instructions FL9174 R12 II 0609-319035-P6 S.)df FL9174 R12 II 307494 P11 Track Supplement Chart signed.odf FL9174 R12 LI 319040 Pl Post Istall Instructions signed.odf FL9174 R12 II 324620 P16 lamb Connection Suop sloned.)df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sicined.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo signed pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0607-319033-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yesdoor. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used For official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her?,. Product Approval Accepts: eC hect: E Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope 04N D ?HO''', VU: •cn No. 467i 8 OSTATE OF i S' FCORIOP.•' 5/ ONAI- E rf!! i{ 0 Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174, The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. 11. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSIIDASMA 108-2002 and ANSIIDASMA 115-2005. ANSIIDASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSIIDASMA 115-2005 is equivalent to ANSIIDASMA 115-2012. The following evaluation -will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL9174.1 FL9174.2 FL9174.3 FL9174.4 FL9174.5 Model# 9605 9605 9605 9605 9605 Door Size W x H) 9' x 8'-9" 16' x &-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.901 30.80psf._._ 15.30 / 17.00 psf 25.901 28.80 psf 30.00 / 33.50 psf 43.20 / 49.60 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model# 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18`x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 Psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Ratin Yes No No Yes Yes 01 Table I — Doors under Evaluation ......... No. 4671, srar[j 2 '.S/ONA L FL 9174.11 FL 9174.12 FL 9174.13 A"'917414' FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 9' x 10' 9' x 10' 16' x 10' 16' x 10' 16' x 8' xH Design 26.90/ 41.00 / 15.30 / 23.001 39.20 / Pressure 30.80 psf 46.30 psf 17A0 psf 25.00 psf 43.70 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact No Yes No No Yes Rating OQ- Table I — Doors under Evaluation — o O. FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.901 Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion ON. D'..?Np'' ENS, No. 46718 STATE OF tlJ FiOR1nQ'•• A\ G S/ONA 2 7,07 C' L wl' Comparing the doors under evaluation against the Florida approved doors, l calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51h Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2) 1 am an independent licensed Professional Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61C20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 W qq b ymFmW{ yZ" LL 1• 66°6wartW.Wppp<iFFFFzO$as Z p_ U1oaaVa2m2c= p wYF 6° \ 6DD''$u m oJJci • pWOpo< ww Ss"-'Wx FSJUo-1 J.,tt 5p` 2 Liwz t6: f rmV! n. 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SEE DETAILS THIS PAGE. D-AYNE d KORNISH, PE 4576 COUNTY ROAD 160 MINT HOPE, OHIO FL PE 77945 TX PE 117568 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICA'IIDN OF WINOLOAD CONSTRUCTION DETAILS. EE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIS CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE RSW 0 28„ 13 GA MIN CONTINUOUS WALL ANGLE 1`11{{1lffll/ 7f . IV77, Z S7A7e OF 0 7 TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT MTH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 9- 0 ayINDa8i lo n. AGE D00R8 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN (850) 47FLORI 4-9890 32514 REVISIONS WALL ANGLE 12 FOOT UPDATED 5PJ 5/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 45. 00/-52,00 PSF FOR ALL DOOR WIDTHS. CHANGED ' TEXAS WALL ANGLE` TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED To TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CLIP SCHEOU LE. GRT 11/21/07 P5 UPDATED MODELS LISTED IN CHARTS, UPDATED SPLICE k CLIP 10/ 05/07 UPDATED CHARTS TO UNIATE THE USE OF 05 CUP (REPLACED i # 9 ACROSS THE RD). 10/ 2+/07 UPDATED STEEL INTING DETAIL EXPANDED 1-1/2" TO 8" DOOR THICKNESS AT UP TO 14' HIGH, 12/ 11/08 UPDATED TITLE CK B/ 2/16 UPDATED TITLE CK. REMOVED CHART. 11/ 15/13 UPDATED TITLE CK. 5/15/17 DATE SHEET 1 Of 2 DRAWING PART NO. REV. 307494 Pli REVISIONS WALL ANGLE 12 FOOT UPDATED 5PJ 5/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 45. 00/-52,00 PSF FOR ALL DOOR WIDTHS. CHANGED ' TEXAS WALL ANGLE` TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED To TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 6024 WITH OVERLAY TO TRACK CLIP SCHEOU LE. GRT 11/21/07 P5 UPDATED MODELS LISTED IN CHARTS, UPDATED SPLICE k CLIP 10/ 05/07 UPDATED CHARTS TO UNIATE THE USE OF 05 CUP (REPLACED i # 9 ACROSS THE RD). 10/ 2+/07 UPDATED STEEL INTING DETAIL EXPANDED 1-1/2" TO 8" DOOR THICKNESS AT UP TO 14' HIGH, 12/ 11/08 UPDATED TITLE CK B/ 2/16 UPDATED TITLE CK. REMOVED CHART. 11/ 15/13 UPDATED TITLE CK. 5/15/17 DATE SHEET 1 Of 2 DRAWING PART NO. REV. 307494 Pli 2 3/4" t1" REVISIONS P2 2 INCH TRACK-CUPS-TFXASEDGEDIST WALL ANGLE 12 FOOT 1/8 2-24 UPDATED BPJ 6/11/D3 `. E60XX MIN. 1 /8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO MIN 3/16" THICK 46.00/-52.00 PSF FOR ALL DOOR WID,IHS. STEEL FOR MOUNTING CHANGED "TEXAS WALL ANGLE- TO -CONTINUOUS 5/16" x 1-5/8" WALL ANGLE WALL ANGLE". ADDED SUBSTRATE MOUNTING LAG SCREW OR DETAIL, CNANGFD TO EQUIVALENT INTO CRT /2 ANCHORSGRT4/2/07 - MIN 2 x 6 NO.2 SPF (G=0.42) OR _ _-.- TRACK CLIP W P4 CHANGED FORMAT. ADDED MODELS 9800 BETTER AT EACH 1/4-20x9/16"' TO°TRACK CU OVERLAY HOLE OR PAIR OF TRACK BOLT AND GRTE8/21/07 HOLE LOCATIONS 1/4-20 HEX NUT P5 UPDATED MODELS USTED IN CHARTS. MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL PLICE & SCHHEDULES- CLIP OLP 9/DB/07 2 3 4 OPTIONAL: WALL ANGLE MAY BE P6 UPDATE MOUNTING DETAIL DRAWINGS, MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRT m/05/07 4 WITH MIN. (1) 1/4-20x7/8" SELF P7 UPDATED CHARTS TO DRILLING SCREW WITH 1" O.D. THE USE OF THE 1J CUP (REPLACEDWASHERATEACHHOLEORPAIROFWITH 9 ACROSS THE BOARD). HOLE LOCATIONS IN LIEU OF WELDING OLP 10/24/07 4 d < PB UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-4/5" DOOR THICKNESS CHART UP TO 14' HIGH, GIRT 12/11/08 3/8" SIMPSON TITEN HD, P10 ADDED MODEL 8700_ UPDATED TITLE BLOCK 2-3/4" MIN EMBED INTO CRT 6/2/10 MIN 2000 PSI CONCRETE P11 UPDATED TITLE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR GRT 11/15/13 OF HOLE LOCATIONS y y ({ r r t TITLE 1 WALL ANGLE 1/4-20x9/16" J kO' r BLOCK, 6/15/17 NE i TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT Q• STRACKCLIPi * :' NO, 77945 STATE OF ZORION s ONAL 51\,\ • WayneDATE NAME w DRAWN 8/71/07 CRT DWA-E . KORNISH, PE 4576 COUNTY , OH 16CMOUNTHOPE, oH10 jG! ( f d ® 4 GARAGE CJ 0 0 R 5 CHECKED SHEET 8/21/07 1 MRB 2 DF 2 R PE 77243 TX PE 117MB DRIVE3SA DRAWING PART N0. REV, PRCFES4ONAL ENGINEER'S SEA` PR°"DE° ONLY FOR VERIFICATION OF WIN°LOAC CONSTRUCTION OE7AlIS TRACK SUPPLEMENT LA, FLORIDACHARTPENSACOLA, F 307494 P11989325148$D) 474-9890 Wayne aiton- GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 1E J KO ocErvs No_ 77945 y =_ 0 * *- STATE OF SS•Jc<oRIDA .•'_ ONAL. EN • MINIMUSOUTH DWAYNE J. KORNISH, PE 4375 COUNTY ROAD 160 MOUNT HOPE OHIO PE 77945 Tx PE 117R69 PROFESSIONAL ENCINFER'S SEAL PROVCEO ONLY FOR ERIMCATION OF WINOLDAO CCNSTRUCMUN DETAILS. 6" MAX. WiSF 5" MAX. ERN PINE 9RACKETR LOCK LUMBER, 4` 4" It 2) 3/8" SIMPSON TITEN HID SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". whlbdum DETAL 1 CON NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS, DOOR WIDTH MINIMUM 2x6 #3 IL HEADER LDCKSOUTHERNPINEBRACKET LUMBER. 4" 4) 3/B" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2•-3/4" AND A MINIMUM EDGE DISTANCE OF 4". D TA1 7 MINIMUM T FILLED GNU NOVEL MAXIMUM DESIGN LOAD CAPACITY OF 2400 USE. MINIMUM 2.6 #3 Z HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4" 4" 1-1/2" 1-1/2n 4) 3/8" DIA. LAG SCREWS WITH 1-1/4" 0.0. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER, DETAIL 3 ff-SUFPORT STRUCTUREMAXIMUMDESIGNLOAD CAPACITY OF 2430 LEIS. SHEET 1 OF 2 P17 UPDATED TITLE BLOCKESC6/15/17 DATE JAMB CONNECTION SUPPLEMENT DRAWING PART ND,, I REV. 324620 ._ P16 aoayne adt®nv GARAGE DOORS 3399 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE NOTE; MAX ALLCWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4" OF SUPPORTING STRUCTURE SHALL IN EDGE DIS BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE d d e' 4 o nd 3/8" S!MPSON TITEN HD, 2-3/4" MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATICN JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NU TRACK IRFcT CONCRFTF MOHN.TIN QFTAIL A.- 7T945 STAT- OF D—YNE J. KORN", PE 76 COUNTY ROAD 150 MDUNT HOPE. OHIO FL PE 77245 TX PE 117665 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR K_t2IfICAT10N OF WINDLOAD CONSTROCTON DETAILS. MIN 2 x 4 SPF (G=0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIORSHEATHING 5/16" LAG SCREW WITH 1-9/32" EMBED INCENTER OF STUD (-* 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT 2l1DD 66041hEING DGTAII MAX 4 0 Bc pER LA. FAST N R SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REMSI ONS P17 UPDATED TITLE BLOCK ESC 5/TS/17 DRAWING PART N0. I REV. 324620 IP161 r. Y212018 Florida Building Code Online BCIS Home ' Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts ', Publications j FBC Staff BCIS Site Map Links Sean Florida Product Approval nUSER: Public User aoQaprProduct Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 Application Type Revision Code Version 2017 Application Status Approved r T Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/ Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.com Technical Representative Jon Berrian Address/ Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian@slbp. com Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden i-'- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL19715 R3 COI COI Silverline SS 2017-06-14.odf Standard AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2011 2008 2005 2012 2002 1994 1994 1994 6 1''` Sections from the Code https:// floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGo1 vg%3d%3d 1/2 1 /2/2018 Florida Building Code Online 7 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/16/2017 06/16/2017 06/22/2017 08/08/2017 12/18/2017 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use i Installation Instructions Approved for use in HVHZ: No FL19715 R3 II SWD002 SS 2017-06-15.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017 06 14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes i Jeries L7uu/'F7uu _)u ie nuiiy 1 F_xuuucu vinyl uiyio nuny vvuiuvvv Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14:Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 ( Series 70 Model 2127 Single Hung I Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD010 SS 2017-06-14.pdf I Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ! Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.odf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 k Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL19715 R3 II SWD011 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions' and Product Evaluation i FL19715 R3 AE PER4806 SS 2017-06-14.pdf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wic supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: Em MIMIN Credit Card Safe https:// floridabuilding.org/pr/pf_app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGol vg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF II/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS ILE, WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 318INCH. $HIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 88 WOOD SCREWS OR II GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SU FICI NT LENGTH TO ACHIEVE 1-1121NCH MINI MUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION $HALL MAINTAIN MIN. 3/8" EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METALSTUD USE 18 SELF -TAPPING SCREWS, OFSUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 HR PEN TRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 910 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETEIMASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4" EDGE DISTANCE. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE P10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY W ITH.THE 6TH EDITION FLORIDA BUILDING CODE URC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/IS.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN, REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS. ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAW-DADE RER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 23. 3. INSTALLATION ANCHORS $H.ALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC TIED BY THE ANCHOR MANUFACTURER. 4. INSTALLATION ANCHOR CAPACITIES FOR PRODUC75 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A_ WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESS! VE STRENGTH OF 2000 PSI AND GROUT CONFORMSTOASTMC476, MINIMUM GROUT OF STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO'ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2DDO PSI, E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478" of 18 GAUGE), MIN, 1/Z" EDGE DISTANCE. F, ALUMINUM -MINIMUM ALLOY 6063•T5. MINIMUM WALL THICKNESS OF 1/16". MIN. 1/2" EDGE DISTANCE, TABLE OF CONTENTS SHEET REVISION SHEET OESCRIPTtON 1 IN57ALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 4 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, G GLAZING DETAIL RALL SIZE CONfIG. DESIGN PRESSURE MISSILE IMPACT RATINGHEIGHTE38" 84" O/X 35 / -35 PSF NON IMPACT 66" O/X 50 / -50 PSF NON IMPACT 74" 0/X 50 / -50 PSF NON IMPACT 1. O/X 35 / .35 PSF NON IMPACT 4A' 62' O/X 50 / -50 PSF NON IMPACT 48" 72" O/X 35 / -35 PSF NON IMPACT 48' 84" O/X 20 / -20 PSF NON IMPACT 52" 72' O/X 25 / -Z5 P5F NON IMPACT 36" 33.75" O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96" O/X (ORIEL) 20 / .20 PSF NON IMPACT 72' 62" O/X-O/X 35 / -35 PSF NON IMPACT 72" 84' O/X-O/X 35/-35 PSF NON IMPACT 76' 6Z- O/X-O/X 50 / -50 PSF NON IMPACT O/X-0/X 50 / -50 PSF NON IMPACT O/X-O/X 25 / -25 PSF NON IMPACT O/X-O/X 35 / -35 PSF NON IMPACTVO/X-O/X 30 l -30 PSF NON IMPACT O/X-O/X-O/X 50 / -50 PSF NON IMPACT O/X-O/X-O/X 50 / -50 PSF NON IMPACT O/X-O/X-O/X 25 / -25 PSF NON IMPACT Olpllally s19-d by Hermes F. No , P.E. FRO soa:IQMaWoro tnBNl.documani FL#: FL19715Data! 2017.06.15 16-11:08 -D4V, am SilverUne t r,Andersen i s•aoo4s ONE SILCE NJr.aaTH aauNsWICwccK w oeso: P. (r,21 3i-Id110 F- v O I T Z Z X G h03 zs uzOQV NG #: SWDO.02 IEET: I OF 6 MAX. FRI HEIGHT MAX. FRAN HEIGHT 9t MAX, FRAME Imo— WIDTH 48" ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96" ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGVRATIONS FOR ALL 2901-4901 RATINGS, SINGLE UNIT CONFIGURATIONS MAX. FRAN HEIGHT 9! MAX. FRAME WIDTH 48" ELEVATION SINGLE HUNG OWEL WINDOW MAX. FRAME WIDTH 108" QUALIFIED CONFIGURATIONS < s ARCH TOP CONFIGURATIONS FOR ALL2902.49OZ RATINGS, TWIN UNIT CONFIGURATIONS g 4 MAX. FRAME HEIGHT 84" 7miiLm'17ii 5 ELEVATION TRIPLE SINGLE HUNG WINDOW SilverLine L- Andmen ONE SILVEp ZNC OktvE NORTH W VNSWICK, NS Ca`'U PH: ( 7lz) a35-'o00 p U m P z yM T Z z Off" a2 j; awm w J w m m a wmIZ Ix P Lu <<3w m 1 4 rn lo 4 w _ n h Qd F `` 1121 71 zi uW ¢Z 00 3 ' uz Nz 0DwG uI SWD002 SHEET: 2 OF 6 s 2" MAX. FROM CORNERS 11" MAX. O.C. 11" MAX. O.C. 2" MAX. FROM CORNERS NOi'. ""' • 63^ UNITS AT W DO PSF AT HEnD, JAMB. AND DRA ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 2" MAX. FROM 4 1/2" MAX. CORNERS II~ O.C. 1 4 1/2, MAX. O.C, 2" MAX. FROM CORNERS 6" MAX, COFROMRNERS 20" MAX. O.C. 6" MAX. FROMCORNERS 20" MAX. O.C. J_ 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW T 16 1/2' 1 Oj.C. 6" MAX. FROM CORNERS 4 1/2` MAX. I_ O.C. ANCHOR LAYOUT NAIL f1N - TWIN SINGLE HUNG W IN00 W 1" MAX. 6" MAX. FROM III 'I I O.C. CORNERS 6" MAX. O.C. 1 MAX. _ I I 6" MAX. FROM O.0 CORNERS ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6" MAX. FROM I— t _ 12 3/4" MAX. CORNERS O.C. I i 16 1/ 12" MAX. II O.C. LI ANCHOR STRAP 6" MAX. P/N 50-2995-2 FROM SEE SHEET 5 FOR OETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW A NCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW Silver Line bsAndersen W11 00ws ONE 5nvERLIM DRIVE NaarH aouNswsa;, NJ on>oz vZ m MM V a V ' SNzjOVZ N c S V z jz a z w vl 1- w Doz nIx ccOC S 4 w a o T vl 7iz 0 Qa o IxIj LijLuw Lu s 1"I i D a z- Fz' DWG 7t: SWD002 5HEET'. 3 OF 6 CONCRETE/ MASONRY 1 1/2" MIN. BY OTHERS EMBEDMENT Silver Line CAULK BETWEEN bOuideTSen CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS a. ' 2X WOOD BUCK BY OTHERS SEE SHEET 6FOR CONNECTION DETAILS 3/8' MIN. EDGE DZST. ONE nvEr JW OAJ< 8 WOOD SCREW NOR- w ou-m INSTALLATION ANCHOR ...... .. Nf (]537 a]5-1000 EXTERIOR FINISH BY OTHERS 1/4" MAX. MIN. 3/8" EDGE DISTANCE N M PERIMETER, 1/4" MAX. SHIM SPACE SHIM SPACE O s aSEALAANTf/ O.A. BY OTHERSUNITtiiC ti k SASH REINFORCING j b w z ro LL HEIGHT EXTERIOR INTERIOR SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS w m o m m SEE GLAZING PENETRATION BEYOND v«wi DETAIL SHEET 6 METAL STRUCTURE h m Q a SEE GLAZING INTERIOR 8 GR. 5SELF-TAPPING SCREW DETAIL. SHEET 6 INSTALLATION ANCHOR L METAL STUD BY OTHERS, 5EE SHEET 1 INSTALLATION p 6 NorE14 0 B VERTICAL SECTION m 4 NEAO -ZX WOOD BUCK y EXTERIOR FINISH NAIL FIN BY OTHERS W SEE GLAZING EXTERIOR PERIMETER SEALANT O p DETAIL, SHEET 6 BY OTHERS O.A. UNIT In m EXTERIOR INTERIOR WIDTH O UNIT w w HEIGHT / p w PERIMETER f l C HORIZONTAL SECTION s SEALANT BY OTHERS t 1/4" MAX. A JAMB-METALSTUD H EXTERIOR FINISH :\ 8 SHIM SPACE NAIL FIN y1t IJy rr BY OTHERS 8 WOOD SCREW Q-L„r INSTALLATION ANCHOR 3/8" MIN, X WOOD BUCK BY OTHERS EDGEDIST. k SEE SHEET 6 CONNECTION DETAILS P" . - a- F BETWEEN 1 C NCRETE/ MASONRYOO CS' A* 1 PRt`` ONCRETE/ MASONRY6 2X 1/2" MIN. BCAULKHERSrr WOOD BUCK BY OTHERS EMBEDMENT VAVERTICAL SECTION o z 3-t ysx Zz O p U SILL•2KWOOD BUCK D NAIL FIN swI)oo2 SHEET: ^ OF L 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY 1 BY OTHERS CAULK BETWEEN CONCRETE/MASONRY ' BY OTHERS '. EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS / O.A. EXTERIOR ( ! UNIT HEIGHTSEE GLAZING f DETAIL, SHEET 6 J 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK/5TUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. S.. CONNECTION DETAILS SHIM SPACE e ' .. SASH REINFORCING -FSEESHEET6FORREQUIREMENTS SEE GLAZING 1 1/2" MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4" MAXAX. I SHIM SPACE INTERIOR VERTICAL SECTION 5 HEAD -2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL. SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 6, TRIPLE CONFIG. ONLY. SEE O.A. / PLAN VIEW -ANCHOR STRAP UNIT \ (P/N 50-2995-2)' DETAIL AT HEIGHT y RIGHT FOR INSTALL. REQ. PERIMETER SEALANT ('" 1/4" MAX. SHIM SPA BY OTNERS _ I EXTERIOR FINISH I BY OTHERS e 1 1/4MIN. e'. EMBEDMENT PRECAST SILL f c BY OTHERS u 3/ 16" ITW TAPCON .° •. INSTALLATION ANCHOR 4 _ 1 3/4" MIN ° EDGE DISTANCE DVERTICAL SECTION S SILL-CONCRETE/MASONRY THROUGH FRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2" EDGE DISTANCE 420 GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O. A. UNIT WIDTH F HORIZONTAL SECTION S JAMB -METAL TUBE/STUD OR APPROVED MULUON THROUGH FRAME 5) # 14 PANCAKE HEAD SCREWS FROM STRAP TO 4 0000 4.0000 FRAME, HOLES PROVIDED 2, 0000--2.0000 TOACCOMODATE914OIA, 0. 500 0. 0620 0. 5000(2) 2, 3750 0. 7500(2){--3.0000(2)-16.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 410 SELF -DRILLING SCREWS, GA. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1-1/ 2" EMBEDMENT, MIN. 1" EDGE DISTANCE. SdverLine i I wIM D4 W[•DODD ONE 5ELVERLINE DRIVE NORTH BRUN'" WICX, NJ 00902 DH: (700) 115100 3 Mm I a zv; 7 Q V W = Zw Dw m moLu LU d ' v F^ v Z T T 4 Z Y W c r'- o T = h Z O pVNG #: SWD002 EET: 5 OF 6 ti INTERIOR Q INTERIOR !- 0 E D SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. VERTICAL SECTION HORIZONTAL SECTION MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (0/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 P5F 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-0/X), DESIGN PRESSURE /-% PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE "/-50 PSF fl C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT RREQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS; 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 . GLASS LOAD RESISTANCE. 5/8" O.A. I.G. GLASS EXTERIOR / INTERIOR MIN. GLASS 1 p IUI BITE 1/2" 1/8" SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK, 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS t 1/4' MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 2" MIN. EDGE , 0I5TANCE I CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silver Line Andersen k" w ONE ]ILVEALSNE oRive ORn a"uasM NJ ouzo? a3:.1000 g z a vo- Z h a z w w Zm Ory e z c z ryryry n a z w of ON K wQ w a o T lL zV W D042 T: 6 OF 6 w- 11 e 4' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 61h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver- Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Ilermes F. orero, P.E. Florida Professional Engineer # 73778 Date: 06/ 14/2017 Contents Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09-04'00' J 111111111/,/ Os F. p opo11 7 QJ 0' Cp OP.•: Tom'•., . s/'/ONA ` Hermes.rWkPo, P.E. Florida No. 73778 0 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 61h Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6th Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 61h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 0 Certificate of Authorization: 29578 Report Noo:: 44875 75Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/ WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241. 01-109-47 5/18/2012 C0329. 02-109-47 3/17/2014 C037S. 01-109-47 3/11/2013 C0328. 01-109-47 1/03/2014 C7074. 01-109-47 6/17/2013 C7075. 01-109-47 8/16/2013 C9952. 01-109-47 8/30/2013 D9358. 01-109-47 9/17/2014 D9957. 01-109-47 9/16/2014 D9964. 01-109-47 1/05/2015 E5610. 01-109-47 3/05/2015 E5611. 01-109-47 3/03/2015 E5612. 01-109-47 5/07/2015 E7244. 01-109-47 6/16/2015 E7250. 01-109-47 6/16/2015 E9219. 01-109-47 10/21/2015 E9220. 01-109-47 10/21/2015 E9223. 01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.S5), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.S0" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1 /2/2018 Florida Building Code Online BCIS Home Log In i User Registration '.. Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sean p( Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001 3 2017 FBC Evaluation Report 04 T4 Soffits final.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ°/`3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name 12194.1 i Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Description: Aluminum soffit panels Installation Instructions FL12.1..94_R6_31IALC1S001.2017 FBC Evaluation Repo_rt...(14 T Soffits finaf.odf, Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194_R6 AE_ALC15001.3 2017 FBC_Evaluation Report._Q4... Soffits final.pdf. 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 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: LE __j "d:x Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LL C (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r — ALUMINUM COILS, INC SoffitsCREEK TECHNICAL SERVICES, L.L.0 PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 2panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16" FULL VENT 16" CENTER VENT 6 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ppanels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12" FULL VENT 12" CENTER VENT 12" SOLID PANEL ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. s TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ot,it11Ilirr1,fr C;6- EN• p% 2017.09.01 No 74021 r w _-04'00' 3 STATE OF : 1 ` T*. A, ©P.•=% Zachary R. Priest, P.E. 5 ''• 0 R . C? ` Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L.L..0 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LwITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 4t_<___ 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location _ Location ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l f- Fastener Location Fastener Location 1X1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F-1 Max. Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16 inch 0072-inch dia. x min. 3/16 40.0 16-inch 24-inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head diatrip nail spaced 48- 64.2 inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. panel andsecuringeachpalapp headdia. trip nail spaced 48- 64.2 inch o. c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with JI-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel At Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) F-Channel Fascia Cap Substrate Attachment Substrate Panel Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c, and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x. Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r, jCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8 inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced10 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood cincheachpanel- inch o.c. and sec anel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lapg inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate JI-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK f gin, TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ringinch One (1) min. 1.75-inch i O.C. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c, finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80124F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern ininx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16- inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Paoe 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.''/_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) min. 2.25-inch x 7d One (1) min. 1.75- Wood lleg staple spaced finishing nail with min. 3/16-inch head spaced 60 ininch x 7d ring pattern spaced 16 ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/<- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.cand finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. nailed on either side inch x 0.072-inch 24- inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Main. 3/S" he -ad dia.. nail with min_ '1.!/" engagement(for wood substrate) or min. 0.09"'" lia. 'S'-nail ox" atuh nail wi!:h win. 5/81, en'dagell:(nt (T•r i`Ir:1_e C.G cr bl.ock subs _rate:•, apa_ed o_. noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & \-- SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Glo%tl. co: --La or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1 , L S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No. I Installation Detail 12 F-2 3/4" X 1/4" \ CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER , I 'r stETWEN `, SOFFIT STAPLE DIAMOND PATTERN j 1 -3/8' DETVEEN/ D ETAI L1 STAPLES FACIA BOARD 1. rr CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "S" ON CENTER 1-3/4" TRIM NAIL 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1 /4" CROWN STAPLE SOFFIT—rnax, 12.-inch span SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/0; BETWEEN SOFFIT STAPLE DIST DIAMOND PATTERN DETAIL1-13/8'BETWEENI I FACIA BOARD -1 STAPLES 3/4- X 1/4- CROWN STAPLE _24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 tj 3 4" X 1/4" CROWN3 B" 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. Scraw"d to uoff it with on-(1 48: PAINTED S.S.48" FASCIA CAP 1/ 2" X3/8" d diameter Screw,, D. C. 3/ 4" X 1/4" 16" 0.c. CROWN STAPLE SOFFIT— inax, 12-inc'h Span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE Q ETAI L ALC15001. 3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL A FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"sCROWN STAPLE OPEN RAFTER FASCIA BOARD T- K!, 16F- 1 SOFFIT & FASCIA 16F- 5 DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL '^^ SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001. 3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No 16F-3 Installation Detail D91n. 3; 9" i-aad dia. rail with min. any{ g. rnr-,nt 1 o dl sub r r,::! or min. O.097° di.a. T-nai.1. or rruh- nail sitt: min. 5/P!, enq ac,emerrc±pc>r corr'seta cr h.lock: as nr"7',r. aLove- FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S. S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. ECREEK119TECHNICALSERVICES, LLC 16F-4 No. I Installation Detail 3/4" X 1/4' -"-, CROWN STAPLES USING A DIAMOND PATTERN I F* CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/8; ITEIVE1,11 SOFFIT STAPLE OPEN RAFTER DIAMOND_. PATTERN 31W BETVEENI 2ETAI L STAPLES FACIA BOARD / W-11 3/4' X 1/4" CROWN 1-3/4" TRIM NAIL FACIA BOARD 1-3/4' TRIM NAIL STAPLE "8' ON CENTER PAINTED S.S. PAINTED S.S. 48" -FASCIA CAP D.C. CROWN STAPLE SOFFIT-Rlax- 16-inch span SOFFIT SOFFIT & FASCIA DETAIL ALC 15001.3 FL1 2194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LILC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. e. CREEK TECHNICAL SERVICES, L.LC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1” TRIM NAIL FASCIA BDARC PAINTEU S.S. FASCIA CAP SOFFIT 1"zJ- CROWN STAPLE OPEN RAFTER E FASCIA BOARD 1">J- CROWN STAPLES ( SOFFIT & FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL LFASCIA CAP; REFER TO SOFFIT & FASCIA 3„ F" CHANNEL DETAIL 8 3/8' SOFFIT; MAX. 16" SPAN WOOD / SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN CHANNEL }— 1-3/4- TRIM NAILJ PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/ s E EN \", 1 SOFFIT STAPLE I DIAMOND PATTERN j L- DETAIL FACIA BOARD "'0' BETVEENI STAPLES / FASCIA CAP 3/4" X 1 /4" CROWN 1-3/4" TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKL TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. OWN1 %} STAPLES i FASCIA CAP SOf FIT USING A DIAMOND PATTERN; REFER TO 1"a{' CROWN STAPLE SOFFIT STAPLE IDIAMONDPATTERN DETAIL I 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 t".' CROWN STAPLE .-- FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL / 8., \ 111NominalSYP 3/B 1 F-CHANNEL Anchored8aftenAnchored to SDFfIT; MAX. 24" Rafters with one id Ring Shank Nail at w000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. kCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t;" TRIM NAZI FASCIA BOARD PAINTED S.S. t-J" SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE 1 }" TRIM NAIL - FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-2 & DETAIL 24 F-5 I"xj- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT d FASCIA DETAIL Nominal 1%2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Ratters with one 1d Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS FASCIA CAP SOFFIT CROWN STAPLE I }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT &FASCIA 24F-3 & DETAIL 24F-6 i \ I---e CROWN STAPLE FASCIA CAP; REFER SOFFt1 & FASCIA DETAIL Nominal SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Ratters rilh one ld Ring Shank Nail at every Rafter MASONRY i ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM NAIL FASCIA BOARD PAINTED S-S. 1"x{" CROWN ( FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED I"xj- CROWN STAPLE SOFFIT STAPLE RAFTER` `) DIAMOND PATTERN DETAIL FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & I " CROWN STAPLE 24J-2 -- - —FASCIA CAP; REFER TO SOFFIT & FASCIA 1 DETAIL / \ Nominal 1" x 2" SYP battens 8 scabbed between rafters antl SOFFIT; MAX. 24" 1-CHANNEL secured with one (1) 7d ring shank nail strtnailed through the rafter erinto the end W000 SUBSTRATE of the batten or two (2) 7d ring shank nails toe -nailed on \ either side of the battern at the battenfrafter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15OO1. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK KKK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vu,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. UCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure i3 Building, 9 Type-- Zone _.>' Mean Roof Height ft ' Basic Wind Speed mph) K 120 ' 130 140 150 160 '' ' 170 " 180 1 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 1 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. K TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 '" 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 1 25.1 1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17A 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design -Wind Pressures for Soffits in Exposure D Building . Type" Zone Mean' RoofHeight ( ft s.°:. ;. Basic Wind Speed mph) . M . 120 130 _ 140 150160-" 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 1 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001. 3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l]CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" - 3/4" — 1/8" HEM 1 5/B" 3 / l4" 1 ISOMETRIC VIEW 3/8" PROFILE I1,n MFTPIr VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. E r CREEK TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/8" 1!8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 2r-rw 0.125' TIT 18" BLANK 3 / 8 PROFILE 2,175- REP 0.50, TYP o 0000 o oo oao o 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" _ 1 3 1/8" 1 7/8" _ 1 3 1/8" 112" 1/2" 13.35" BLANK 3/8" PROFILE 2.175-REF D 50' TYP P.25^ TYP 6. 12E, TYP - 1/2" 1/2" ajoo a aaa 000aa 000 ooaoa aoao ALUMINUM COILS, INC Soffits Appendix D 112" Y END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr i Tampa, FL 33647 e TECHNICAL SERVICES, LLG (813) 480 3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits11§ 11- ?, TECHNICAL. SERVICES. L.L C PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16" FULL VENT 16" CENTER VENT 16" SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12" FVLL VENT 12" GENTER VENT 12" SOLID PANEL ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 011 a I11t1111// SPRY R. P .1,. QG GEN ' F '. ti 10 No 74021 iz 0 STATE OF : S,0NA1111 i ` E+`+ CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Location l- Fastener Location l ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved S stems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso F-Channel Fascia CapSubstrate Attachment Substrate Panel Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced hnel 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. panelandsecuringeachpalap phead dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. n7-l CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. -inch leg staple spaced 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood cincho.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. uCREEKl"R, TECHNICAL SERVICES, L,L-C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staple spaced 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in diamond pattern 1) min. 2.25- One (1) min. 1.75-inch Wood leg staple spaced 8- finishing nail with min. head spaced 801-90 spaced 16-inch o.c. inch x ring x 0.072-inch diameter12-inch inch o.c. 3/16-inch o.c. shank nail finishing nail with min. 24-inch o.c. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 a. g anchored to each panel lap p inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood le g staple spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL-C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Pape 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 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. LCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 in h x 7d ring pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- inco.c. 8h3/ 16-inch head spaced shank nail sinch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24- inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24- inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one ( 1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga. %< anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24- inch o.c. ALC15001. 3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits LT TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations System No. I Installation Detail Min. 3/81' he,.a dia.. nail with win.. engageuient(tor wood or min. 0.097' dica. T-naii or srub nail wic:h "Al'. 51/8" w_n,z,qu entiT,-r r_urn:re e.c os block substrate), -paced as nored al`)ove . FASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3 "F" CHANNEL of Blcck r! FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. 1-1 — . SS ,. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12 F-2 3/4" X 1/4' _-, CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/8• KTVEEN SOFFIT STAPLE OPEN RAFTER / STAPLES j ',DIAMOND PATTERN a/a• BErvEEN/ ; D ETAI L STAPLES / FACIA BOARD AACIA CAP 3/4" X 1/4" CROWN ON CENTER FACIA BOARD 8" 1 -3/4" TRIM NAIL 1-3/4" TRIM NAIL STAPLE PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4X 1/4" CROWN STAPLE SOFFIT- Max. 12-inch span SOFFIT SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. T Installation Detail OPEN RAFTER 3/4" X 1/4" CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1 —3/4" TRIM NAIL screwed to „offic PAINTED S.S. 4$" with tine(1} #8 x 1J2' x 3JB° head O.C. diameter screw, 16" o._. SOFFIT —max, 12-in h Span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3'@3TBETWEEN , SOFFIT STAPLEtXS DIAMOND PATTERN I I DETAIL FACIA BOARD f• BETWEEN /' STAPLES j ASCIA CAP i I' 3/4" X 1%4" CROWN 4STAPLE "8" ON CENTER 1-3 % " TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL, FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 5: 5; u' f -Na:1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL I— -------- FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F" CHANNEL SOFFIT; MAX. 16" SPAN I HASDNRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Li.CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 1,9i.n. 3/8" head di.a. na. i. 1. wit.. F: rni.n. ]. L," angagement(ft,;: wood substrate) or inin. 0.097" dia. T-nai.l or stut, nail. wit-h min. 5/8" erigayemenr.(for concrete or block substrate), spaced as noted al:;ov e . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood Conciate or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LCREEKTECHNICALSERVICES, LLC System No. I Installation Detail 3/4" X 1 /4" ". CROWN STAPLES USING A DIAMOND PATTERN I 16 F-4 F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALC15001.3 1-3/4" TRIM NAIL PAINTED S.S. 48" O.C. ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3' ' BETWEEN ', SOFFIT STAPLE I DIAMOND PATTERN 1-1 D ETAI L 3ie• eErvEEN staR.Fs j FACIA BOARD CAP 3/4" X 1 /4" CROWN STAPLE W ON CENTER SOFFIT- mar.. 16--inch span FL12194-R6 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J! TRIM NAIL FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT T'q" CROWN STAPLE OPEN RAFTER FASCIA BOARD Vx{" CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F 2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT &FASCIA DETAIL 9 F" CHANNEL-----""" HANNEL SOFFIT; MAX. 16" ' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3`U* BETWEENLES` SOFFIT STAPLE GIST STAP DIAMOND PATTERN j D ETAI L FACIA BOARD 1 3ie• BETWEEN i' STAPLES i 3/4" X 1/4" CROWN STAPLE '24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4" CROWNFACIA 8" BOARD 1J—CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER JS.S. PPAINTEDS.S. 48" O.C. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT—iax. 16-inch stun SOFT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARDIv - PAINTED S.S. I"x}" CROWN' FASCIA CAP STAPLES SOFFIT USING A 0 AMONO PATTERN; REFER TO 1"x}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I I {" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 t"x}' CROWN STAPLE --- FASCIA CAP; REFER / TO SOFFIT & FASCIA DETAIL Nominal I"x2" SYP ( 3l8jGallenAnchoredtoSOFFIT; MAX. 24" F-CHANNEL Rafters with one ld - Ring Shank Nail at WOOD SUBSTRATE IeveryRafter ` SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L..LC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11J' TRIM NAIL I FASCIA BOARD PAINTED S.S. j r 1-}" SMOOTH SHANK I I /--•FASCIA CAP ROOF NAILS SOFFIT 1"q" CROWN STAPLE I 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-2 & DETAIL I 24 F-5 1' 4- CROWN STAPLE FASCIA CAP; REFER to SOFFIT & FASCIA DETAIL Nominal V" 2' SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL Ratters with one ld Ring Shank Nail at every Ratter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. E R TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NAILS I I FASCIA CAP SOFFIT 1"r1" CROWN STAPLE 1 J- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24 F-6 I".J" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"z2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY 3 ALC15001.3 FL12194-R6 Page 11 of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ILA TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t" TRIM NAIL FASCIA BOARD PAINTED S.S. 1.> J- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT CANTILEVERED PATTERN: REFER TO :I-xj- CROWN STAPLE SOFFIT STAPLE RAFTER -....{ ... DIAMOND PATTERN DETAIL L FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1"4" CROWN STAPLE 24J-2 i` FASCIA CAP; REFER '--" TO SOFFIT & FASCIA \ DETAIL / \ 3.. Ndmbal 1" t e n fa ers battens scabbed between rafters and SOFFIT; MAX. 24" r J-CHANNEL secured with one (1) 70 ring Ir j 81shanknailstraight -nailed through the rafter into the end 4 / WOOD SUBSTRATE of the batten or two (2) 7d ring shank nails toe -nailed on \\ either side ut the battern at the batten/rafter IrlterseCllon / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V.1t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK T TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in. Exposure B Building Type Zone Mean Roof Hei ht ft Basic Wind Speed mph) 120, 130 140 150 160 ; 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 1 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 JEL6O 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. sm.r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type. Zone Mean Roof , Hei ht ft' Basic Wind S eed mph 120'. 130 140 150 160 170 180 190- 200, 20 217 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D' Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200' 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7. 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3 / 4" 3/8" J-Channel 1/8" HEM 3/4" 3/8" ALC15001.3 FL12194-R6 ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 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. REEK TECHNICAL SERVICES, LLC Fascia 5 3/4" 7 / 8 " 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FCREEK1TECHNICALSERVICES. LLC 16" Q4 Soffit 0.25 TYP 0.12--TYP 18" BLANK 3 / 8 PROFILE 2 175' REF o 000a 0000 ooaoa oaoo oo o r oo ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D r 3 1/8" 7/8" 1 3 1/8" 1 7/81, 3 1/81, 5/161, 1/2" 1/2" 1/2" 112" 1/2" 3/4" 1/81, 1/8" 3/8" 13.75" BLANK 3/8" PROFILE usu;nP 0.2>'TYP -T0,125'TVP 7 o aao 0000 000 o 0000 000a— oaoo END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1 /212018 Florida Building Code Online BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats & Facts € Publications j FBC Staff BCIS Site Map Links Sear. bpr Product Approvalclat,04 USER: Public User e e Product Approval Menu > Product or Aopication Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.odf Standard ASTM D3161 ASTM D3462 ASTM D7158 Year 2016 2010 2011 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200niine.htmi 0% r 1 /2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 5444.1 09/07/2017 09/12/2017 09/15/2017 12/12/2017 CertainTeed Asphalt Roof Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.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 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. *Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addr if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wi<_ supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licem under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe file:///C:/Users/ERappold/Desktop/2017%2OPRODUCT%20APPROVAL/Florida°/o20Building%2OCode%200niine.htm] 2/2 iERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYi ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/ 08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/ 2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, U.C. Evaluation Report 3532. 09.05-1113 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON- HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT2W-, XTTM" 25, XTT" 30 and XT'"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark'" Landmark'"" IR, Landmark'"" Pro, Landmark TM Premium, Landmark" TL, Landmark'"" Solaris and Landmark'"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'"', Presidential Shake'"" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'` and Highland Slate'"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeTM", Shadow Ridge'"", Cedar Crest'"", Cedar CreStTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5. 4 Wind Classification: 5. 4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5. 4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (Volt = 194 mph). 5. 4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5. 4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasa = 150 mph (Vast = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5. 5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 RINITY ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 12" 12" r* (305 n)m) _ (305 mm) —t -05 mm . 25 mm) —Sealant 25 mml 5 51s" (i 45 mm) 5 tj for NorwoodPant METRIC 25 mm; Sealant " (25 cam)- 61 /a" Figure 11-3: Use four nailsfor etviy itdt shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTNI D4586 Type II is suggested. le Rooting Cement Apply l" (25 mm) spots of asphalt roofing cemenl under each tab corner. Figure 114- Use four nails and sir spots of asphalt cxanent orr steep skpes. CAMON: Excessive use of, roofing cement can cause shingles to blister. Hip & Ridge for CT20•", XTT"° 25, XT'" 30, X1` 30 IR: Cut Shingles 2"(50mm) rRemoveyc5iJ uGaP ll Cap;mm) ShiShingle Figure 11-24: Cut labs, them trim hack b-) mare. cap shingles English dimensions shou,,n). 305 r Gth o, C,o opd P Figure 11-45: Installation gfcaps along the hips and ridge. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 k`= ERD 6.5 o,ft LOW AND STANDARD SLOPE STEEP SLOPE Lse SIX nails for evert- full located as shown below Lse six nails and FOI'R spot; of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 uuu) frmn edge of shhigte. Asphalt roofing cement meeting D 4586 Type 11 is Sir ested. t"jGS mmi Njil bail l"A Lins— I I I I Figure 2: Use six nails for vvei;c_full shingle. Cr G G 1,0tre 3: Use .ci.Y nadls aril four spots rif crspb1l1t ro'ilirig cement an sim/) slof)vs. 6.5.1 Hip & Ridge for Arcadia TM: Cedar Crest'"", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the -.adhesive; and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 114, Z7 1„ Dab of asphalt cement between shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6Trs EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RlZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 1 6/ l c ,1z fl rtt rya h 1 rp,uimd I 5A, Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement*' for every full Belmont shingle. Apply asphalt roofing cement 1'" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTkI D4555 Type II is suggested. rm} j i'r25 TT; t° (25 Trry--y"I r I Hip & Ridge for Belmont® or Belmont® IR: Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. Option 2: For Belmont®: Shangle® Ridge Figure 17-1& Shingle" Ridge. Remove tape1SExposure from the right side 1" ,` gand fasten SECOND Fasten the left side 8518, RIGHT FIRST j LEFT Figure 17-19: Installation ofS'hangle° Ridge shingles on hips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastice NP1Tm" adhesive or Henkel "PLO, Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7.1 6.8 wvv cltvu STANDARD SLOPE Use five nails for every full Shangle. 25 mm) '25 mm) 5t8" 5 5/6" I6 mm) {220 mm) Figure 17-1 Uace fits nails for every f ll G'rand.lianor.SGaugle. Gmrlage House.Shangle.. or (Awtennial Slale. tine seven nails and three spots of asphalt roofing cement for every fill Grand N;mor Shangle. Use flee nails and three spots of asphalt roofing cement for every full Caniatge House Shangle and Centennial Slate. Appip asphalt roofing cement I" (25 mm) from edge of shingle. F(ure 17-5). Asphalt roofing cement meeting VS1;N D45861Tr1)e II is sug<,ested. I.. 1- 5/8 16mm)I M 38 mm) or less 25 mm) 85 220 Figure 17-x When installing Grand ;lianor Sbang1ru on steep slopes, use seven nailc and Ibree spots ofaspball ro(ying cerneni: Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARKT"", LANDMARK"" IR, LANDMARK'"" PRO, LANDMARKTM PREMIUM, LANDMARKTm TL, LANDMARKT"s SOLARIS,-LANDMARKT. SOLARIS IR, NORTHGATE LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 1--(305 mm)----(315 mm)----(305 mm)--1 1 Jz (~- 1"(25 mm) Release Tape i (25 mm; t Nailable F . Area LANDMARK TL NorthGate: 13'/2" 13" 13t/2" 343 mm)----(330 mm)-- --(343 mm)—j I"(25 rim) 1" (25 mm)I - Eff—K I =-5— Figure 13-4. (se four nails for ere? i fidl sbingle. WID`e MIMI 12, 14 324" 12, AREA 1_- (305 mm) 375 mm) 305 mm) + 1 Nailag Limits 1' (2s mm) Uppar nal Ime I' t25 mm)— Lower nail In=_ Naging areas for low and standard slopes (from 2:12 to 21:12) Nal between upper & lowei tros as sWwo above. Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization u9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 7 of 12 ri:RINITYIERD STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated Shingle. See below. Asphalt rooting cement should meet AST41 D45861ype IL Apply I" spols of asphalt roofing cement uncle each corner and at about 1l` to 13" in from each cd- e. i 13 /' 13 13 '2 a (343 All (330 mm) (343 mm) METRIC DIMENSIONS 1"(25 mm) 1"(25 mm)- I A 12'— 143/4' .-121, 305 mm) (375 mm) (305 mm) — --1" l5 mm) ' (25 mm) sir. 3fs cam=_ :.»:•r a r.,.-::.-:rs:.. Roofing Cement' 1"i25 mm) 1 (25 mm)-- I Release Tape Nail Area t _ For Steep — Figure 13-5 Use sax nails andfour spots of 1 aspbalt roofing cement on steep slopes 25mm) (25mm; Rooting Cement NorthGate: STEEP 12" 14-314" 12" SLOPE I—(305 mm)i -- (375 m—(305 mm} NAILING Nailin4 ? nes. AREAREA 4 units 1'(25 mm) betwee tsuer 1"(25 mm)— M 71r Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'", Landmark'" IR, Landmark'" Pro, Landmark`" Premium, Landmark'"" TL, Landmark— Solaris, Landmark— Solaris III, NorthGate: 6.8.1.1 Option 1: Shadow RidgeT"' or NothGate Accessory 12" 97/8" 305mm) (250mm) 61 6„ 415116" 415/1 G' 150mm) ( 150mm) (125mm) ( 125mm) j Notch for Notch for Centering Centering 12 . 131/4" 5mm) Notches forAlignmentto 337mm) the Top Edge of the Previous 7 180 m) Cap for F (125mm) Exposure English Dimension Shadow Ridge — Metric Dimension Shadow Ridge'" 196mm) I Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization A9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 8 of 12 9 2112• 250 riiftt) WV Genierinq N 740 131/4' — 337 mm) Align tft:se notches to top tdge of pT?'rii7115 cou w NorthGate Ridge 5, (1251nm) TRINITY I ERD 13 1 /8" mm)--- 16---8Mrn) 333 6 5/8"-1 -6 5/8"- 168 mm Centering 131/4' Notch 337 mm) Align these notches to top edge of 7 518" 1g4 mm) I previous course. T NorthGate Accessory 305MM) Laying Notch 1 Figure 13-20: Use kryingnotches to center sbingles on bips and ridges, and to locate the correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 Ti INI-ry ERD PRESIDENTIAL TM IR $_ A' `,TL'-'P' DENTIAL SCILARISrm: 6.9 PR A L SHAKE PRESIDENTIAL HAKE PRESIDENTIAL H KE RESI LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1 Nailing 40' above tab cutouts inaldlig certain tabs of overlying shingle cover nails, Guide Lilies (1016 min) 5 114' 133 rum) _7 14 1/4 1 112' (39 min) (362 mun) NOTE: Apply nails on painted guideline. Figure 16-6.- Fa5fentng Presidentiat and Prest&zjhal TL Shake V diameter asphalt rooting cement shingles on low and standard slopes. Figure 16-7 Fastcenin.-Prestaential and Presidential TIL Shake sbirgl&N on steep slope. 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake" IR, Presidential Shake TIL", Presidential Solaris—: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (exTose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4* long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF '"Sonolastic® INP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest" IR hip and ridge shingles. 6.10 HATTERASTIM LOW, STANDARD AND STEEP SLOPE: 9"( 730nt.) r-,2-3..—.,l (.30M..) (230 nim) 9" 9" 230 ---r(230 (230 mm) (230 .)1 anrn) L (25 Min) MM)Z1rim 93/8jL2112) --1 (240 min) L 93/8" Roofing CeMentj_t__j 240 nim) Figaw 15 t Fasteuing Hatteras Sbhkkdrs onStwpAtes For steel) slopes, use rhe nails end eight spots of asphalt forifinn, Figure 15-,1: Frisleningo 1hi1tera.cSbbq4rs on cenimi for each full llama Shingle uS SIRAVII Atirwe. AI)JAY I' Lott, end SlandordMopes' (25nun) diameter ,Inus of roofing. content (.,wnt D 4586 TtPc 11 or low and standard slopes, use five nails for each hill suMcsIM) under each 1A) corner. Press shingle into place, do not Hal(ems shingle as Shown abate expose Cement. QW110IN: Too intich roofing cement can cause Shingles to WISICr. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 61"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13:09/05/2017 Page 10 of 12 6,10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras t I II 1 2 Figure I5-14: 18 three puce units separate to make 54 Hatteras Acz essory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 91, 230 min) Cap Shingle Cap Shingle v TRINITY ERD raster bosh sides N Fw,- min1460 nn ll203 GO min} .. . Figure. 15-20.• Cut Hatteras sbingles to snake cover cap. Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP11m" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATP'A HIGHLAND SLATE" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nsdtsand EIGHT spots of asphalt roofing cement* for each a a —zoo) zacm full Highland Slate shingle. For SIlami.-Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement tinder each ub I' corner. Asphalt roofing cement meefing ASTM D•45S6 Type ff LS atggesttd. Rs r*n) I;zcmn)— T_ 9-Ya' I Rs; inn) irmm)T (wo nm) (?3onm1 } rz4Gmint Miami -Dade requires _ _ _ _ _ _ _ 2 —TSIXnai-s (two nails V (25 min) installer guar eemar sYs Wla.1 10 mrl SIX n", i"xo nai'S 1'{2$mm) instated .--tr taA as sYwxxi). — __1 - ofit _.. Figure 11-3: U(e F/TT nails, for eaoy HOZ Land .Slate sbut_,4aRang Cement --.— Ffgure 11- 3A: Use MIX nails and eigbf spots ofaspbadl ronftrr,o cement under eacb tab corner CAUTION: Excessive use. of roofing cement can cause shingles to blister. 6.11. 1 Hip & Ridge for Highland Slate'", Highland Slate— IR: Refer to instructions herein for Cedar CreStTM, Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 13: 09/05/2017 Page 11 of 12 6.12 PATRIOT*"": LOW AND STANDARD SLOPE STEEP SLOPE tsc POI R nails for evel\1 full shingle located as shown below. Se j alant A _ f iSii mmy Mmml (333nn! tul Tm Ti)INITYJERD Lse. FOUR nails and four spots of asphalt rooting cement for ever\ 1`1111 shingle as shown bdoNv. Aspli:di roolinIg comenl meeting ART;Nl [AiS6 Type 11 is suggested. Apply 1 °(25 mm) spols of asphalt rooiin;," Cemelll :v Sho1Gn. CAL`=-77UN: Excessive use of roofing ccmcnl can cause shingles to bli ler. T- Rooting Cemenly M= 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Ridge'" NorthGate or Shangle Ridge'' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 Certain -reed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration 11 Hot Topics I Submit Surcharge 'I Stats & Facts bp a d r product Approval USER: Public User Sc+`'.'n3pv Product Approval Menu > Product or Application Search > Application List > 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 Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri_eden@tamko.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden r Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R8 COI TBP14001.4 2017 FBC Eval Reoort TAMKO Underlavmen final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1 /2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 Stimmar .of Products FL # Model, Number or Name 12328.1 ASTM Slate Surfaced Roll Roofing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.2 _ASTM Tile Underlayment Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.3 I Master Smooth Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.4 Moisture Guard s Limits of Use 71 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. 12328.5. 15 ASTM Limits of Use Approved for use in HVHZ: Yes A d f t 'd HVHZ Y Description Roll roofing surfaced with mineral granules 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.odf Created by Independent Third Party: Yes Coated organic underlayment Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes Asphalt saturated organic underlayment. 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 A self -adhering modified bitumen underlayment. 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 nderlavments final.pdf Asphalt saturated organic felt Installation Instructions FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO U d I t f' I dfpproveoruseousiaesneraymensina .p Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdfyApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlayments final.pdf Created by Independent Third Party: Yes https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c61CFKFGNQ%3d%3d 2/3 Certificate of Authorization No. 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 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile Underlayment TAMKO® Master Smooth TAMKO® Moisture Guard® TAMKO® No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Felt TAMKO® No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCU YS, INC. CREEKTAMKO Underla ments 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 TAMKO@ TW Metal and Tile Underlayment and TAMKO(DTW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self - adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverincls: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKO@ No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO No. 30 UL Asphalt Saturated Organic Felt Y Y Y N Y N TAMKOO TW Metal and Tile Underlayment Y Y N N N Y 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. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP-311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP-388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. YI No 74021 J3... STATE OF : 4 40 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. TBP 14001.4 END OF REPORT FL12328-R8 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824 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 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOO ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOO ASTM Tile Underlayment TAMKOO Master Smooth TAMKOO Moisture GuardO 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 an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKOO TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKOO TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO UnderlaymentsA s TECHNICAL SERVICES, LLC TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published 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 TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverings: Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayment TAMKOO Master Smooth Y' N N N N N TAMKOO Moisture Guard@ Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y YZ N N Felt TAMKOO No. 15 UL Asphalt Y Y Y YZ Y N Saturated Organic Felt TAMKOO 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 TAMKO(D TW Metal and Tile Underlayment Y Y N N N Y TAMKO(D 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 TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. REFERENCES 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) 13CAl2269 ASTM D 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. F -- 1,P••'.C.E NSF • >` No 74021 33 • STATE OF •441 ORS. C? 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 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 Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year Miami -Dade TAS 100 (A) 1995 r I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1 /2/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 11/08/2017 11/12/2017 FL # Model, Number, or Name Description 13792.1 135 Roof Louver !Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 1, Refer to applicable building codes for required_ on 2. Lomanco s Model 730,750,770 Roof Louvers shall With applicable building code. 3. Loma nco's'Modelll 1,770 Roof.,Louvers.shall not be installed on roof mean 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 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1 770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.odf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 R10 II Lomanco 135-2000 - NOA 16051025.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.Ddt Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 R10 II Lomanco 700 Series - NOA 16051028.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE Lomanco 700 Series - NOA 16051028.pdf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.pddt 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 NOA 15-0709.09.pdf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 R10 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R10 AE NOA 15-0709.09.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEkuTrIzAU6DFsUcmbpCG3RoA%3d%3d 2/3 M AM0•C 4 v r 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.aov/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 Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages I through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. xA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL" Cate2orv• 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) 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 Ap_ency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail P/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 TTradename: Model 750,Roof.Louver, System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MIAMI•DADNOA No.: 16-0510.28 IJ , ... E COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS .. DETAIL A J, l' 1+ 1 Y II f i_ M.M 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 r >.. DETAIL B , .-. t j r j• e r•rrr- 750 SERIES LOUVERED ROOF VENT u NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 H >.. DETAIL .B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 MIAMI•DADE OCUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 i 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 11 DETAIL D i 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE e. t P d { NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAM1-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii-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 naive or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY,..jA- NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS- ' Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 ``/4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/1.6/21 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'h" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A L±j- r 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 MIAMI•DADECOUNTY FJJVIYPIJ Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES MIAMI•DADECOUNTY I 2 DETAIL B n 750 SERIES LOUVERED ROOF VENT u 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 MIAMI•DAD: couNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-S SERIES LOUVERED ROOF VENT a IAMI-DADE COUNTY NOA No.: 16-0510.28 m: F,1j9:M4"li Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D fF i f e E , - 2 .0 750-E SERI.ES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: MIAMI-DADE COUNTY,. PRODUCT CONTROL SECTION 1.1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the 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 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AY4 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL, Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM-013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 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 11/4" aluminum annular ring shank nails. With the first nail 1 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 . , ' O - System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply'/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/1.6 Page 4 of 9 DETAIL DRAWINGS DETAIL A 776 I i' i t 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06l30/16 Page 5 of 9 DETAIL B r.. , I I , . , ., ... . 4 k 750 SERIES LOUVERED ROOF VENT NONo.:12 MIAMI• DAD: COUNTY Expiration Date:: 08/08/16/6/21 mmwApproval Date: 06/30/16 Page 6 of 9 x , . , .- ,, J, 4 , .,, . 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 e 0 DETAIL,C . 750-S SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 i 25 i DETAIL. D yj 1 750-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 CAST-.CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete,com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparr[no@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2014 TMS 402 2016 Equlvalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products' FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4f 61 8r and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 RIO C CAC NOA 17-0821.18.pdf Approved for use dutside HVHZ: Yes FL158 R10 C CAC NOA 17-0821,19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 RIO II NOA 17-0821.18.odf FL158 RIO II NOA 17-0821.19.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back r:ext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copydght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 950.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine If you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: Credit Card Safe MIA kDADE MIAMI-DADS cotmlTY. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO)41C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD ANT) CODEADIMNISTRATXON DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iymy,miamidade.zUy/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the light 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 Comity Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sbeet 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 Iogo and the Miami -Dade County logo. RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No, 17-0821.18 MIAfMir)AQ GoUNTY Expiration late: 09/11/2018 e t/ Approval Tate: 09/28/2017 09 / Z 81Le,1 7 Page l 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], prepared by Craig Parrino, RE., 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., datedAllarch24, 2003, last revision #1 dated April28, 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 ASTILI E-529-94, prepared by Applied Research Laboratories, Report. No. 30404-4, dated 04110103, signed and sealed by Christopher A. Hanon, P.E. C. CALCUL.A.TIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E„ signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality 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 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drms,ing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 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, I elmy A. Makar, Y.E., M,S, Product Control Section Supervisor NOA, No. 17-0821.18 Expiration Date: 09/11/2018 Approval Bate: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P, E, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.-E., dated March 24, 2003, last revision dated Afarch 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 CountyDepartme77t 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 Afiami-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. 6ffeliny A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2011 Cast -Crete USA, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drcmdng 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 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE J. By Mianfi-.Dade County Departn7ent of Regulato? y and Economic Resources (REP). 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. b. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -.Dade County Departn7ent of Regitiatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, .Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. I Helmy A. Maltar, 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 4AVA S:44T Ot® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "B" TYPE "A"_ STIR I fl II II 5" "CP SPACING CI G . v J, 4" L A" 80TTOM STEEL LENGTH 5" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL T2• PRR AST G-LINTpf ,_" PgrcAsT ..X P• RFCFSS ODOR V-UNTEL 8" PREOART l,_L.•UHTFI 4- SOLID IniTEE ss e• 55aSS 681 Isee 1 A 1 9 I J A 16• B I/f' 1 Ta•1 3/4' 3 6 I 1 2 a TYPE • K STIEaVPj 4'Z 6 mSacNAPIGp SttM1 TOSPCI[vS iAS dCNRWSP T/ SR'I R rJnv w atuvn - T,ss•A w STIlAGpS IP DSC H[W IID H u aARP MfCIRPA(D < iG n a b ! 1/4. H-0 AS ig1iWLG0 o1 WiF u i G CSO LIP q N Y 14 3j, 4 7/1D 4. 4' 11. 7/16 PnoAIIP nnulF }-+SO uo, L a" PAECA 12' PREC-4 y( i $ - INTEL 1 " PR E= * L I-•INTE4" SOLID LINTEL DATA TABLE A" PRFCAST U-LINTEL DATA TABLE IIFiFIi l ii'7CC it 4.• 1 RN r mme nrmsfrPtamI nauarr ci v a ma m r,r v srmrmava© e r vr a ssa ramla r_ aas7 a saelnv i[ pf'Z7Eh77[L 171RT6[•9 3Yf RQ4 Cta,90 s o®ma ame,Is ra I:laFaco Qf IDl a im¢S61i rl;ffiI L1mIO i® L ti%JIl[•7 IP]irt>i:.ilms O 1© 19" PRFCAST U-LINTEL DATA TABLE 306 s>alavm u+rmar Mc air IRSs rF+av©mM rrtzssumua l o0 m ruara ma v rAM IWFWW 13" r luzmzV" Ew. snmd ETfFmFY3 r Airli®ilk it.:AiE3C5/EM F m iE7ii51p, luxMi gar maacHa rn FICPfllttl' i[A:72L161Qa"' r' n:!000i ly1CCi66'al0 FFAGSNEICaO 12" PRFCAST W/ 2" RECESS DOOR U-LINTEL,DATA TABLE 0® Ir[]•'r""T-Li.Cle:l U" 3' @all3M iERM II 3 lNuilIM r• I.m1l1Gl'Vnr IL iroiir. rlalr mwd— s:arta.,.aor2Iwvr aa G lm® IIFIm r,aysxrrcalam>.r q Eyarnn: mi.. x>l,Luiar'lmvEiun[3a Frrnrt r ecrocucrTnc>rv'acururr tIC> iGS rf 7Sl tif Ii783'` E O M MELER OF 0A1l, 4 nP•K TNIS PRopRIETARY INfORNATION IR PXGEIDED FDR PAODUCT APPROVA4 IT IS PROTECTED oY COPVRIONT UWS ANo CAHNDT aC R'cPRODOCEO OA DISTRWUTEO WITHOUT THE PNOA WRf1ER CNlsCm CAST -CRESS USA. V1C 1. AFDIFGRGRG Sam, T/AR NA AST- ASf OI PJ, V. ASO P — 4. S ,pNC StA910TR1 S MI 12 NCH Von" . — KI DRI. oE WAS ASIS S. HIM THC TOTAL NOMFSR of —Rugs %,QLgNED ARC F HTRD STAAIIIIU L CONCRETE MEHHCTHSI C, - S000 TSI FM ILL S MICR RHO IS IHNI FRON CACH CHID OF THE ROMCROXO CAM FOR EXAMPLE - NO. OF PXECASF LM-. 1'P a JGDD .1 FOX A INCH 1TInSu: NHJWtS - 4. TH[N TRt REUIFORQID CAGE FABRICATION MOP0. SHOWS Soma Sam SINLL BC OWOACX ma NCR 10 PC FLUSH WITH MR 2 awun FAGM CACH CHO. oN S NID 12 INCH IR1RTa MER SiWlINC FROM TOTAL j F'}dRP-- PAODUCTRl VlSCD asenmpfyinG xilh7h"1'(wi CEN P O e QAildingCMdc RRrA: r:DnED 7VDl 082).)g PRODUCT"Vism) 0. 4i onUatalp /ulwmpl 4bdoSidt llw`FlotiJn o TTT/' f7 " IdfIV" 4'• S T OF (+ '! Mctcnn $NPIJJrnuwihttG ) ,% ! CRAIG PARAINO OR10 ,• M40R579 '" Y s N L 'T° FL PE ER. L 33584 T.; PRECAST AND PRESTRESSED LiNTEL DETAILS m• n• MT. nRRUP4IA nNl 'M! - )DIIAUAAALUDIsag, AS SHOWN f GENERAL NOTES Q LJnledolr. ro 4' Preheat lintel . 30W Pel ro 67 d: 12'pp dRntcl=6mpp f'c Smut JWo psi wisSh osimum 3 8 inch oggregaI rnnuela masonry units (CA( ppecr C90 trios medmum-nei oma rompress,; Weng IWO Pal rebar per AM A515 Grade 60 mortar per ASW C270 typo M or S 2) At safo bad tohW hosed a1 ' gnu. 4 mch nominal bearing. Fxceoyo": gala load. for fintal lyp 6118, 12t0 and 17RU6 et be rdnwd by70Y. if bearing (engUt is less twn 6 1/2 inches. 3) P(ovld• lull mortar bed and hard joints, 4) The number In parenthesis indicates the percent reducUon for grado 40 BeW added rebr. ExoTole: 1T-e Unlal 12F24-2B sot} gravity load = MINTo x/ 147 mdwg., 0 i428 `.891 •• 1118 pIf 5) WI lintois meet or mud V-360 dellulh p• Exceblbn: tinter types 6 8 d: 12F8 17 -4' tc longrMtorameedL/lao defleClloo, Use Is Nmited to cogdiGons .mee6ny9 the Flodda Building Coda Section 16043.1 as epplicxblo. 6) Sbom filled liable as rejOrad, 7) 4' solid Rutels to bo inclall d w/ 4' dimsmsioe hodzonlal and B' dimonsan whaol. 8) Installation/alWchment of Ikltal must comply xilh (he arehM,1-1 and/or sWclurol documents. 9) The d ngmay avalruto—urtialad loads tram Ute fa toad tail. by afubGgnerthemaximumr.Wrg moment and shear at d-o'say (mm the fore of oupporL 12) e' U 12' UnW9 are momrfodurd sdtb 5-1/2' long notches al On ands to acoamadala verk.1 01 reln(rcing w,d gF041109. 13) The exlalu *art.. of lintels installed In extedar co rota m unry wolfs droll have a 0006ng of sirc. uppliad in ..ardO,. with yASP Cp1-926 or other aFp..d —Ong. 14) Waloadsashoid be checlad far heh wm inuAmwn w R4 1he W.Win qu1) OrdcWnlaroQgxyeApfdied v O.1 lord Applied had—W I.ad SW e —Ifaui load + Sara had:antal lead S 1'0 15) For camp"''to fdel h.Nhle net shone, use sofa load from na4l faer height abovm. 10) For Wet tengtn not shown, 'ass cute bad from next longest fonglh ahawn. 0) Sofa loads are saporimpased olloxahie loads. 16) Safe loads based on mUonal design anatysls per An 530 and ALI 318. 19) M&U nal lehml load oapoclty wa b. ahlam.d byy the dwgner by prmid. rddli I minfored connate masonry mDs (ROAU) above the lint, See sYaleh bdau: SEE SAFE LATERAL LOAD TABLES FOR LOAD RARIIG FOR EACH ADDRIORAL REINFORCED C61U (RCMU) a FULL COURSE 1/ 0 CCR TYP (1) 15 HEW FOR 6` LKMS 2) 96 RE6AR FOR W LINTELS GR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS 40- 4-4t'rd IIIGRAVITY TYPE LENGTH 4S8 T- 6' (42' PRECAST 1180 4'— O" (48") PRECAST 959 4'- 6" (54") PRECAST 789 5'- 10"(70") PRECAST 450 6'- 6" (78") PRECAST 360 7'- 6" (90') PRECAST 260 9'- 4" (112") PRECAST 156 10`- 6" (126") PRECAST 116 12U8 CAtM: ft4lRW UPLIt T LATERAL TYPE LENGTH 4S8 S- 6" (42') PRECAST t5977 371 4'- 0" (481 PRECAST 320 4'- 6" (54') PRECAST 529 258 5'- 10" (70'} PRECAST 407 148 6'- 6' (78") PRECAST 366 118 7'- 6" (90") PRECAST 280 87 9'- 4" (1121 PRECAST 187 55 I O'-6` (126") PRECAST 152 43 12FB 12F12 12F16 10) N.R. = Not Rated '"tl"i `-'---'/T( jI II .. _ ,: •: Y-:,: -- +,.. It) Bollom RW added rebar to be located al the bottom of the lintel MAY. s L. ., , Rr, ,":+%":' ', A•i=•aO.: i PROD: UCT IL'VIS13D Os complrinG with the Flori(I: 6U8 6F6 6F12 6F16 l;•." i `. Bxilding Cwfoa L Acccp:maa N P- vt lion Dde - j Zi/B I ( ( d t•" . b'"•' f• F•,• ",1.'^ TYPE DESIGNATION ,y ...h:•: ^-.: 4'. = rr. nus snit cvotrt/o_uaum Y D :r da t .<tneal ._ rau rrr r {{ss smta u I • anau v uYf now! • • ei • d•`!'` • N.•;... 1.•. nnsmu- J LR m•warlo _ _ „ ' tvv. C4 rtwTaa roe rz• tR•Fl5 .'" .:.: =: UV9 4S8e, r' 12F28 2 24 s 1 F 92F20 wm s{ t' <' {uE"(( ))" ^gwao R« t:• unR: ;•F •' , ^ *• PRODuc7flmrsno s ttae. mo e• Irrrus x- oomptydugs+•ilh ha Flasddn eonou aaatnsu - "sue e'4• S7 T )_/ • EaWlding Cwfs 3 1158' ACfl1AL P° rim ••..•:• • • •• •.. • •r q'. ,K,. / 1p.CRAIGPARBIN0miwnbvio O o ° W NOMINAL ra°n+ ;r' .< pRlp .`y: 6324CR671) 6F32 6F28 6F24 6F20 JrdrS1pIl AL t°°yFLPEifC.N 35 No] Elyl 1 da'{u/cr J ENE L SI REVI ° 8 E M.ABER OF 11r1ECAST—CRETE 4", S" & 12" LINTEL SAFE LOAD TABLES J EC AN E 3 I1 0 '+ CP GEE L EYIS ON 6 12 14 ram" _ """'Cf; -', Fill I": BBSUB -14 ORANH BY: JOHAN AA m[) SCALL• tM$1 n DAE: 7/24/O7 CHECKED By, GWC FABRINo, F.E. - REG, N0. 44758 RAM, NO, L14612 SHEET I OF 7 SAF4 GRAVITY LOADS FOR 6" PRECAST U•LINTELS FOR 6" PRECAST U-LINTELS 400=14,141" SAFE: LOAD POUNDS PER LINEAR FOOT c i"n SAFE PLF LENGTH TYPE 6U8 6F8-1B 6F12-t86F16-186F20-1B6F24-t86F26-i66F32-IB LENGTH TYPE fiU6 6F8 RCMU S-6" (42") PRECAST 2332 2675 3892 5050 6148 7227 8297 9357 3'-6" (42'1 PRECAST 587 1055 596 4'-0" (48") PRECAST 2025 2313 3692 5050 5148 7227 B297• 9357 4'-0" (48") PRECAST 487 787 445 4'-6" (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-V (54") PRECAST 416 609 344 5'-10"(70") PRECAST 1067 1 1260 2198 3557 5734 7227 82971 8226" 5'-10"(70") PRECAST 300 350 198 6'-6" (78") PRECAST 949 1078 1831 2850 8297 9357 6'-6" (78") PRECAST 263 496 157 T-6° (90") PRECAST 779 883 1459 2188 4 6654 9357 T-6° (90"} PRECAST 222 367 116 9'-4" (112') PRECAST 584 660 1055 1523 5 3731 50171 9'-4" (1127) PRECAST 173 352 74 10'-6"(126") PRECAST 503 566 895 12.70 t1273776 2898 3747 f0'-6"(128") PRECAST 151 276 58 11'-4"(138")PRECAST 457 513 805 11332 2492 3163 11'-4"(136") PRECAST 139 311 49 12'-D"(144") PRECAST 425 477 744 1042" 2238 2808 12'-0"(144) PRECAST 131 277 44 13'-4"(IBe) PRECAST 373 417 645 895 5 1852 2285 13'-4"(160") PRECAST 117 223 35 14'-0"(168")PRECAST 351 392 605 835 73 1703 2087 14'-0"(168")PRECAST 1i1 202 32 17'4' (208") PRECAST N.R. 299 455 620 794 985 1198 1437 17'-4" (208") PRESTRESSED N.R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR ' SEE GENERAL NOTE 18 GRADE 40 FIELD ADDED REEAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 MEMUES OF i AG "wwtJ `' r r' i gill ITN' SAFE UPLIFT LOADS FOR 6" PRECAST U.LINTELS 4c—T4,wre SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6FB-IT 6F12-1T 6F16-1T F20-1T GF24-IT 6F28-1T 6F32-1T 3'-6" (42") PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (4111 PRECAST 1225 1800 2357 2913 347G 4027 4583 4'-6" (54") PRECAST 1083 1592 2084 2577 3069 S562 4055 5'-10%70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (7B") PRECAST 723 1097D,j 1437f1 1777 2117 2457 2797 7'-6" (90' PRECAST 640 86304 1249F4 15441,) 1640 ('11 2135 (4 2431 9'-4° (112')PRECAST 575 571(12) 980rn 1252 1492 17321 1972 10'-6" (126") PRECAST 514 462(,4 787 ( 1121 1336s 1551 n 1786 I l'-4" (135") PRECAST 474 40401) 885 985 1213 n 1442 1645 v IT-0"(144') PRECAST 454 ( 36701 Big a BBB 1093 1299 506 13'-4"(160") PRECAST 402 308(4 516 m 736 906 a 1078 1247 14'-0" (168") PRECAST 353 ( 2B5 ( 475 877 832 w 989 1145 17'-4"(208' PRECAST 253( 208 335 W, 475 5B5 z 593 503 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PA ENS O 44 4F 112 R;OPCRAIGPARRINO sS7C71 1a1. 411 SEFFNERCFL 93584 PP0D1jCf'REVISED es wmplyhIs will d'e Plovid., Building Code Aucpfwlce No O Zi.7a t-:pi t;on Datu iyP.±iamiD ;od.-tc-uol Mol'OC"BVISGD kU!(d11na o-'liltitm P)olidu Amnce Nai o 03.oT 4p'11i1 j° PL.REUG_NQ.44766 P-CAST--CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLE RU HAVE; OBSURS-14 DRAWd 6f: JCNAR ARNAUD SCAM H.T.S. SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS wsr-ioaee SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 12F8-2B 12F12-20 12F18-281ZF20-20 12F24-28 12F28-2B 12F32-28 3'-6" (42") PRECAST 3428 5000 5638 7619 9352 11060 12755 14435 4'-0" (46") PRECAST 2923 4232 5838 7619 9352 11060 12755 1443B 4'-6" (54') PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10"(70") PRECAST 1512 2320 3218 5234 8487 11060 12755 14432, 6'-6" (78' PRECAST 1383 1986 2679 4195 6421 10032 12755 1443$ 7'-6" (90") PRECAST 1138 1628 2131 3218 4676 5756 9763 1352i) 9'-4" (112") PRECAST 796 1216 1535 2230 3083 4167 5593 7552T,p 10'-8"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5532 11'4'(136") PRECAST 51B 945 1162 1649 2216 2693 3719 4746T 12'-0'(144") PRECAST 456 878 1073 1513 2020 2617 3333 4206En IS-4"(160") PRECAST 359 767 D 926 1294 1709 2188 2743 3409, 14'-0"(168") PRECAST 321 7201, 865 1204 1584 2017 2451 3106T 14 17'-4'(208 PRECAST N.R. 45111 651 „ 88I E 11411, 1428Dt 175004 2102IR 17_4" (232") PRECAST N,R. 1 3431„ 477 1„ 700 D 925,) 1152,,l 1380Eg 16090, SAFE LATERAL LOADS KnR 47" UAPPACT 11-1 IA]TFI c fie SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU 3'-6" (42") PRECAST 1295 484.1 393 i 4'-0' (48") PRECAST 1295 4841 2994„ 4'-6" (54") PRECAST 1049 3922 2417,4 5'-10"(7U) PRECAST 681 2547 15541 6'-6- (78") PRECAST 579 21B7 12341,4 7"-6" (90") PRECAST 474 1771 9141, 9'-4' (1121 PRECAST 355 1326 SsRw 10'-6"(1267) PRECAST 306 11431 4541,4 1 l'-4" (I W) PRECAST 278 1041 38804 12'-0"(144') PRECAST 280 971 345w1 13'-4" (160' PRECAST 229 857 278 14'-0"(IW) PRECAST 216 809 2519 17'-4" (20B") PRESTRESSED N.R. 633 i 162 04 PRESTRESSED N.R. 5341 T 301, 1/) THE NUMBERS IN PARENTHESIS ARE PERCENT NEDUCTONS FOR JLL IiWWAL N UIL 10 GRADE 40 FIEED ADDEO RCOAR. SEE GENERA NOTE 90. 4 SAFE GRAVITY LOADS FOR 12" PRECAST W/ 2" RECESS DOOR U-LINTELS 42" PRFCART.12T Rr PGOADSQF9II. INTFI.R 4IV0TQ SAFE LOAD, POUNDS PER LINEAR FOOT LENGTH TYPE l2RU6 12RFb-2B 12RFIO.2 12RFI 4-2E 12RF18-2 1202- 12RF28-2 12RF30- 4'-4" (52') PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-0" (54") PRECAST 2319 2740 5468 7584 9640 11689 13679 15679 V-8" (66") PRECAST 1347 1841 3555 6395 9640 11869 13679 1567q„ V-10"(70') PRECAST 1259 1758 3361 5954 0368 11669 13679 1567q 6'-8" (80' PRECAST 1 924 1430 2633 4415 6884 103&1,j 12574„ 14804u 7'-6" (90") PRECAST 703 1203 2157 1,3494 5259 7922G 9623G 1132R 9-8" (11V) PRECAST 389 1 843 1 14511 2157 3Z031 44271„ 5417T 6380E" 14) THE HUMMERS IN PARWHESIS ARE PERCENT RET1l1CRONS FOR GRADE 40 FTRD ADDED REELAR. SEE GENERAL NOTE N0. 4 CSAFE LOAD PLF LENGTH TYPE 12RU812RF6 RCMU. 4'-4" (52") PRECAST 1295 3692 25814 4'-6" (54') PRECAST 1213 3458 2417,,, 5'-8" (68") PRECAST 784 2236 165 5'-10"(70") PRECAST 747 2129 155 ,1 6'-8" (80") PRECAST 602 1715 117RM 7'-6" (90") PRECAST 504 1438 914p4 9'-B" (116") PRECAST 355 1101 i4 45 991 PRODUCTREVTSED ET J'Rl lYiu4; frith the III. ne,drNinC old. A tepranc0 Nu fa e 8 2R+Fm4TOn llttAcJ/,J Zj`) 1111 nnlrof SEE GENERAL NOTES —SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS 4—T-4-MM SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12F8-2T 12F12-2T 12FI6-2T 12F20-2T 12F24-1T 12F28-2T 12£32-2T 3'-e (42") PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-0" (48") PRECAST 2389 3721 4872 6023 7174 8325 9477 4'-6" (54") PRECAST 2113 3291 4310 5328 6347 7365 8384 T--10"(70') PRECAST 1623 2527 331D 4092 4875 5658 6441 6'-6" (78') PRECAST 1444 2269„ 2972,1 3675 4378 5081 5784 7'-6" (90') PRECAST 125711 176700 25B3' 1 31941„ 1 36061,I 441714 5028 E 9'-4' (112') PRECAST 1028 D 11711, 20061142590 30871_ 3663t, 4079 10'4'(126") PRECAST 9201 9470 16121m 2281 27641 32091, 3853 1V-4"(136") PRECAST 85B4, EA 1404E 79827 24411 29621 ITT 12'-0" (14e) PRECAST B14D 753En1 1289E 17880 2201 26161 30321 13'-4"(160') PRECAST 678 N 633 „ 1057tn 1485 18261 2169, 25131 14'-D"(166") PRECAST 622Dr 586T„ 974 13657, 15790, 19931 23p91 17'-4' (20B") PRECAST 434 n 427 695 N 964 0, 11821 t 402(» 1623 19'-4" (232") PRECAST 3661u 3701A 593 T 817 D 1002D f 1871, 1372 D 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 EIELO ADDEO NEW. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST W/2" RECESS DOOR U-LINTELS T SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH PE 12RF8-2T 12RF10-2772Rf14-2112RF18-2112AF22-2112RF16-2112RF30-2 4'-4" (52') PRECAST 1526 2685 3746 4806 6557 6928 7989 4'-6" (54") PRECAST 1558 2552 3602 4623 5643 884 7684 5'-B" (681 PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10"(70') PRECAST 1173 1984 2769 3553 4338 5123 5908 6'--B" (80-) PRECAST 1020 N 1536 2426 , 3114 3802 4489 5177 T-6" (90") PRECAST 904 tls 1226 P1 2163t1s1 2776„ 339D 1 4003 , 4617 ( t9y78" (IIS-)PRECAST 7031„ 771 1,1 1472m1 21811n 2663 3145 3628D NOTE 18 ,4` 1*. , , ,' • NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 8c4UR1 P S , 40 FIELD ADDED REOW, SEE CENERAI. NDTE NO, 4 ffrctUnucTR6 IstA 447SWT gyCado lUIc PI"rtdn E F • : 6924CR579D Aco rtom No d...o a o3' EIOttlonbalc,Q IJ/ Jl m18 AfitS.......... Epack fitM5134ry`• . , . ONAL E F` dud Conant FL. P.E.Tiif0AF1b.411P65S EVISION DAT J GERER L EVr50 2R DS NEATBER OF . TTTL£,CAST—CRETE 4, 6" & 12" LINTEL SAFE LOAD TABLES JkAMECHANGE3fi0R CENER 0 e 12 14 ?jf, • .. L" wm« f ( im WC OMOT-14 OMWN 0T: 40" ARNAVD SCA[D ILTS, ArN,,.^(.,., µI DAID 3/24/03 CHECKED 1Rt CRNC PAPRIND, P,F, -RFC. HO• U756 DMIXO:HO. L14612 SHEET 3 OF 3 MIAMFDADE NIIANH-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -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-S & E-6 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. AMW/% NOA No. 17-0821.19 QMJAI DAi)E CovNTY e -/`' Expiration Date: 05/21/2022 f Approval Date: 09128/2017 a Zg/ Ze 17 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 496-0613.01 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 I of 1, and Dralving No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P. E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P, E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, RE, signed and sealed by Craig Parrino, P.E. 2. -Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection .Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 92111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. z Mill Certified Inspection Report 984-M20749 dated 04105196for 45 rebar by Birmingham Steel Corp. 8. .Mill Certified Inspection Report #84-MI9805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report 984-M21208 dated 04121196 for #4 rebar by Birmingham ,Steel Corp. 10. Mill Certified Inspection Report #84-N120652 dated 04103196 for #5 rebar by Birmingham Steel Corp. i' Jfefmy 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. Mill Certified Inspection Report #;84-M20749 dated 04105196for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Allade Precast Lintels dated 05114196. 13. Quality Control J111anual 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: L Drawing No. FD8, titled "Cast-Crete,8" Lintel Fabrication Details" sheet 1 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 1 & 2 of 2, prepared by Craig Parrino, RE., dated June 7, 1996, revision 45 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine .Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821,19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets I through 3 of3, prepared by Craig Perrino, P.E., dated June 7, 1996, last revision elated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1, None. F. OTHER. 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # II-01 1..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., cert6ing compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No,17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 I• 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209,13 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nliami-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION L None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed crud sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P,R D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. e[my A. Mal ar, P.,., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 P-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. OTBER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, RR, 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 flacural 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 Jil iamiDade County .Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION I. None. Cffeimy A. Maka r! X, M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County .Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete USA Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS t PRODUCT R&VISL'D PRODUCTRUNIAwm Rs rnmplying u46, 11AP Flm•idn umIRpIYlR6 [NNthc Flvrld6 ADildlRg C:odc Ac a & ru7dH6 Cvdc lan<D No O 2 f [ AcccpliuwNo/6-IZ6 CaP 1-7- 8 lZ 13.cpli tlan DnlDp L•y(,112pirntianDalop$_y 13 BALv[v113A cl CoRl"Di a00 'o YRDDUC?'RENc^NE os cO:npiyi9gwith 9ie aDadmgcot AccET,cv71ro No k:sp on DaV: 04y By 2 B" PREy', IyS,T-`!( arw,k,e,5$• oDOA U-Lltlle EWX U LIRTEL TYPE "A" STIRRUPS 7A32"O BAR M STIRRUPS 8 1 4" -- 8" LINTEL5 STIRRUP IOri. DETAILS wri, PRESTRESSED L7J32" UPsdI3ARSTiRR TYPE "S" STIRRUPS d' M 8" I S STIRRUP DFTAl15 s9Att I 1,QL YO VI,RIE WFL 01N7PsrELoLEERVIllSANDNAhOf. 1A-8 9.S 542 7 32 RAR I -3' 7 32 R 14-6 4 0 3'-0 9 13-4 tl. 4D B57 32 DAR i -3 7 32 UAR 16-2 4 a -2 9 1 -C a158 GSP 7 aA BAR 3 3 BAR 17'-2 4 O 3'-a" B 79 -1 O.I y0 7 3 32 OAR 1 -3' 7 32 0AR 19 -2 6 -2 R 21' a U.194 707 7 32 RAA I -35 -U 7/32 EAR 21'-2" 5 O W-0 310 10 2T'-OI' 0.200 AT 7 32 9AA 1'-3 7/32 BAR 2('-1D' S O 3'-19 3/0' 10 24'-0' D.2tO ees 7 3 O R re -D 7/32 BAB 23'-,0" 8 * .F-3 1/8" t0 8" PRECAST WJ 2" RECESS DOOR U--LINTEL DATA TABLE lS ilIJf3Tui:1t3(fii Fi C9 rlt ll ERSOIfI.iL7Cli1..f'FI FFSS:i1 YJE fJ©0', I:•. mumumpQliilCdltilill Q711^EyLiG711 ifi F75i+iE"7Y/EY SL1J RPdJNiiRi LiGf7 ff iil'.1'iN!" P 61iJIIJ MEMBER OF A YJCBNY Tocml •1• s lj ALOIN[R Uµt[li Arc'A' stwu nL TIGC[li IODOS PRf ACT Nh1. RflRFORCING CAGE pAHRICATION MODPl. 4` m p,4b HIAIS sir urs nri •iae .ori ry. l_s 2O2L 7 T I ' 7 1 1• Y 1 a pA LsTR LmF,L•LIMEt A2iEgRCINO GAGE PARRIOATION MODEL PPF('. AST U—LINTEL DATA IIMF1. YO LIE YFEl0ST Da rE[ 6PAC1%C i N g388'- 116EE" O.oJz T L2BB3 MIIAR 7" 7 32 BM s'"• A 4 4'- 0" tl.937 I44 f3 REB 3 -11 7 32 8AR 3'-6" A 4 0. 041 tOz I73 REBAR 4'-3' 7 32 BAB 4 2' 7 A 4 B -{ 0.049 B rz b -3 7 32 BA6 O -0 N A 6 5- 10 0.05 3-0 7 32 PAR B-6 O 0. 030 2 R55PAR 6'•3 7 32 OAR N A B 7'^ 6" 0.069 270 REOAR 7 -g 7 32 OAk 2" A 6 9'- 4' 0.005 330 14 KAU. R -3" 4 REOAR 0 2 -0 B 0'- B^ OA99 376 14MAR TO'-e' 3 REMR C'-2 2 -0 8 0. 104 ADA ils EIEUAR I V-3- 3 RESAR I I'-0" W-0' 0 t2- A,lO S PEBAR 11- 1 3 R OAR 11-N° J-D' e 3•-{^ O,Ip2 O flEOAR l3'-3" R[BAR 13'-D" 3'-C B 29 6 R REBAR 13-B 0 6 TNSS PROPRIETARY TNPORNATION Is PRO9IR0 Pon PRODUCT APPAOYAG R 16 INDUCTED OY COPYRIGHT LAWS AND CANNOr BE REFROOUCEO 0R OISTEKDVTED VITIO9r TIE PRIOR WRITTEN CONSEUT Cr CAST-CRETE USA. INC, RERFORCENO STEEL 7/32 BAR WU A Wl P3,. AND 0 REOAR aunt co MR AP16;.714 Inc' DaRREN 2709SI Vol-HEIMAZI( PREBTBESTINO SATAND A3TB A4, 6, E. Can,,AvE 91RENO s. 1'. = MO PRI FOR H' PRT9TAERSE0 IiH —1 1'0 " 4000 PSI FOR ALL PREOAST 6 JNON SIATELS. 3, IRMAL PRESTRESS FORCE 0.70 k (MA t. SNOPPIND U730 N11 PRESTRSREU a, pgrsl RESSED O--UNTEL Itu, % v. NOTES' 9, I010 7NE 10TAL HUA.. OF SOBRUPL REOBIR[ D Is OO9NIE0 SMRIIRO tAPA FACN Eno OP Inc Ral,anoto CAPE; FOR T aNFIE 1., OF 59RRUM c 4. WWI W REWFORCINO CAPE )lODEL sRDfIS 2 311RRVr3 MIA EACH END. goPauDDs CF POU•P0.aPYEENC neERS PER CV, YII, OF coNclaTE NAY OE V3EO III IJEU OF PRESUMED UNRt RENIV.0I0 CAGE 10 RMISF uI11N0 ANO RANDUNP FORCES, ^' ENS •, ',;,! t rRaaucTucvlRFSD rj Ar [vn'& C06 svOhthePIORIAto fLilSdingodoUYro: J E6 0 (Z CRAWARRINO Act> IwmeNa! o o3,ati nw In3uatoyatG c , • h '119 q. r'j*y 6324 OR 578 Mtaml a of C'omiaf" J r• Shs'4 • , fig S SEFFNER, FL 33504. 4;,+ UNA4.'N+ fL.P.E.LIC.N0.44758 CAST- CRETE 8" LINTEL FABRICATION DETAILS DB1UB1- 14 URARR BY eMm PAB.1A9, P.E. - RED. B0. 4T1iR 30LFI 80J ID SCNF a,.. v:v — nin PE EB'a. P.F. - — Ha Ams I own NP. FDA sam 1 OF 7 F QAl:r.f:RAVITv T nAT1R F6R 8" PRECASTS PRESTRESSED U-UNTEL3 4-4aif 1 SAFE LDAD- POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8 OB BPfl-IH SF12-a0 e1H BF16 Ofl SFi6^TB 8 20 AB aF2a-IB 8F2I-Ofl BF24-IB BP28-06 BF4B-7B OF32-OB 6F32-16 3'-6° (h2"} PRECAST 31 NOR 3719 5103 6601 6054 S502 10051 3062 4605 G1 t3 7547 6974 ID394 11509 4'-0" (4B") PRECAST 196fi 2581 2751 3820 090 5961 IBZN94- 8107 2603 4605 6113 7547 6974 11909 4'-6" ($4") PRECAST 1599 T969 2ilo 2951 3753 4576 0224 2189 4375 6113 7547 a672 11609 5-4" 64 PRECAST 1217 1349 s43a 999 2500 3i23 3sas 424e 1665 3M 53n 7547 73420 67331 M27i 5'-10" (70") PRECAST 1082 110.5 1173 1634 2090 254s 3009 5470 1451 2622 4360 7166 '. 6036 716i ans n 6'-5" (78") PRECAST 908 1236 7177 1460 3031 3707 43N 5041 1239 277 3450 5381 H36o 1039iO4 am 7-6" (90") PRECAST 7 1011 1721 2632 2203 2898 3191 1685 T011 1721 2061 3896 51181 6467 l 6472 9'-4" (1121 PRECAST 554 1rs8 1625 2584 34a6 2816 3302 762— 1245 2564 34EB 4705, 8390 10',- 6"(126) PRECAST 475 635 H90 I 2093 2777 2163 1636 643 1052 2093 2781 3643 v 4764 17', 4° 136" PRECAST 362 ss2 5 • ib46 24Zf 31z7 4Ws 562 918 138D I846 2423 3127 4005 12'- 0" 14h' PRECAST 357 54o 873 1264 1SU 2493 2U5 3552 540 511 1254 1864 2193 2603 3552 13'- e (1601 PRECAST Y98 471 755 D7a 1428 103 2316 20a3 471 755 I D75 1 1928 1638 2315 2881 PRECAST 279 424 703 1002 1328 1697 2127 29M 442 7as toot t3z5 1697 2127 26A 14'- 6" (176") PRESTRESSED N•R NR NR Ila NR NS FIR HR 499 783 1370 ISM 1245 2517 2712 15'-¢° ( 16}") PRF51RESst11 N R. NR NR NR AR xR HR 4r2 nB 125a U33 2= 232D BTS 17'- 4" (206") PRF•STRESSED N.R, N8 NR NR SR 300 548 95RXR— 950I12a o 1699IB49 2D47 19'- 4°(232") PRESTRESSED N.R. NA kR NR NR NR HR NR 23 442D 750 037 t282 1515 t7r6 21'- 4" (2561 I RE9TRESSEO N.R NR NR Hot NR NR kR Bi Ito 390 090 845 1114 1359 1488 22'- D' (264") PRESTRESSED N.R. HR NR Nit NR NR NR R H165 3% 550 764 104T 1285 1399 24'- 0'(288") PRESTRESSED N.R. HR AA xA HitAR NR iz9 aso 45 B 654 884 1092 tn2 sAfELA' ft3RALLDADS POR 8" PR&CA6T&PRESTRE686DU-1.INT51.5 4 rya• SAFE LOAD PLF LENGTH TYPE SUB 6F6 I RCMO 3'-- 6" (42')- PRECAST 1025 1024 15M 4'- O" (48") PRECAST 765 783 1309 4- 6" •(54") PRECAST 592 591 1073 5'- 4" (64) PRECAST 411 411 745 PRECAST 340 339 615 6'- 6" (781 PRECAST 507 721 490 7'- 6" (90') PRECAST 424 534 363 9'- 4' (1121 PRECAST 326, 512 230 10'- 6"(12e) PRECAST 2EI4 4D1 180 11' 4" (13e) PRECAST 260 52 154 12'- 0"(1441 PRECAST 244 402 137 13'- 4°(iG01 PRECAST 217 324 110 14 - G" (168") PRECAST 1 205 293 100 176') PRESTRESSED N.R. 284 91 15'- 4"(1641)PRESTRESSED N.R. 259 83 17'- 4" (208") PRESTRESSED N.R. 194 64 19'•- 4° (232") PRESTRESSED N, R, 148 52 21'- 4'(256") PRESTRESSED N.R. 125 42 0"( 29)PRESTRESSED N.R. 116 40 24`- O'(2881PRESTRESSED N.RL 91 33 SAFE: UPLIFT LOADS FOR 8" PRECAST $ PRESTRVSSPI) U-1-(NTELS K: omr-&4T'2'e 1WELCIAD - POUNDS PER LINEAR FOOT 3'- 5" (42) PRECAST 4'- 0" (481 PRECAST 4'- O' (54°) PREGASr 5'- 4" (64") PRECAST 5'- 10"(70) PRECAST 6'- 8" (78) PRECAST 7'- 6" (90) PRECAST_ 9'- 4" (112") PRECAST I V-6" (1261 PRECAST 11'- C(13C) PRECAST f2'- G"(7441 PRECAST 13'- 4" (1601 PRECAST 14'- 0" (ISO-) PRECAST 14'- 8"(1761 PRESTRESSED 151- 4"(l"4 PRESTRESSED 17'- 4'(2081 PRESTRESSED 10' 4'(232') PRESTRESSED 21'- 4" (256") PRESTRESSED 22'- D" (264") PRESTRESSED 24'- D" (288") PRESTRESSED J) THE NOMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 ' a'U ltIV m IRVI[ NV. 10 Un amu o yr FlELD ADDED REBAR. SEE GENERA ROTE N0I 4 ON SHEET 3 OF 3, momurHMM6W = D oDuCrRBHgy,ED 4 JV PRODUCT 3213VIS'Gb rs.— Iy 3 iIh ih:Fk-dd- BW 7>U'"8 TF1111(he FlmfEa n" complying with the FlOddu Bui: ding code q building N A_p'v+< a22'%-15 "t'do.n No p r^ ; AcCeplax: elVa o 2 ) q E p T oe DatC 2.p'L-L B'P Dan DafB 2 ii i Lion br.1u j o2 2 By /7 p,, MiemfboMienllU v9t Control }' 10Q< 74ERALNOTES - SHEET 3 OF 3 - 3... \ t hall \ w N 9 ,.$ M, RENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 3, 9TT(i 4e GENERAL NOTE N0, 4 GN SHEET 3 OF PRODULTR VJJ1 D MoNdn ' 0uls•pfyinALviihJlw r2Chd" 3ETEOgF11J; . CRAIGPARRINO AatptenumN", n n . D Z hatonnu°S b gLP,!• 7tl r` 6924CA679 O R SEFFNER, R. 33684 Bv !' 1 Mr t m¢g1 wl 1` rro`i` 1Cj\0 S/ neint F.1 FL,P.E-LIGM.44758 4t lllllt41t4 AST— CRETE 8" LINTEL FABRICATION DETAILS M- 14 I DXW IT, GUIG NAM, F.E - RCO M. 44736 1 SCAT N6f 10 5G15 07/ 08 1 C10MED BY, C980 FAVN60. M - GIG R0. f 3 _ I B SAFE GRAVITY LOADS FOR B" PRE:CASTINI 2" RECESS DOOR U-LINTELS ire rtt SAFE LOAD -POUNDS PER LW.EARPOOT TYPE LENGTH BRU6 a1 06 6ltiFto-OB BRFIa-a6 SRFtB-OB aRPzz-06 eBF2s-06 SRF30-GB 8RF6-IB 8BF10-1B eRFl4-IB 6RFi8-I0 8BF22-10 Mf24-IB 8RF30-18 4'-h" (52") PRECAST 1635 1749 3355 3280 4349 542T 649s 7867 1891 3699 5206 6639 WOO 9479 WON 4r•-B" (54") PRECAST 1494 15795 3003 299E 3968 4946 5924 6-4 175O 3596 5206 6639 8060 479 10893 5'-8° (OB") PRECAST 866 920 1770 1710 2277 2839 3402 3066 ilP 2481 4657 63BR 0060 7917 0 93f1 , 5'-10"(70' PRECAST 810 859 1653 IS00 2124 2649 3174 3700 1113 2342 h242 G039 tt 8060 740E 1 870618 6'-G" (80 PRECAST 797 Dal 025 3120 504a 77+71 94i8 7360 Sol 1825 3120 5048 7915 9479 10893p, 7'-5" (90") PRECAST 6b9 755 f480 2459 3776 3743 7239 5623 765 1490 2459 3776 5743 8998 n 1089 I IV) PRECAST 411 496 099 - 1580 2253 3129 4021 3148 520 S99 1580 2253 1 3129 4150 5091 THE NUMURS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 HELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES - IT LATERAL LOADS FOR ntle,nAar.i19.1 berrrce hmmm ItA IM-1 C ADSAFELOPLr LENGTH TYPE 8RU6 8RF6 RC*U 4`-4't (52") PRECAST 7,58 757 11154 4'-5" (54") PRECAST 694 693 1073 5-al (W') PRECAST 408 407 655 5'-10" (70") PRECAST 382 381 616 t -8" (80") PRECAST 595 738 464 7'•-S" (90") PRECAST 509 674- 383 9'-8w (11$") PRECAST 370 490 214 SEE GENERA. NOTE 18 1 ualpdolq 12) Untck wv menafxtund w'dh 5-I/2 tong nolcubea al U end+ 1. rceemodale 611col cell ed"rerdng ad gmdlp9. t o panhss4td linl4l = 6000 p41 ca grwl = a000 P,1 nil5 m.rinum 3 0 Inch " 9r to 13} TM ntador suff— at 1W i Ino109ed la tAthA cwto(ol9 (na,on nor •boll bmsouo0ngofslucmappliedinoetadpnatMlhASSMF928oroUtrapprovedwdsq. aavalt maairy orals fcNU) p Cso ro i m n m"m n:l arm rompre,siva drerp - f OD p,1 mbor psr AdlB Grade da 14) Llnl s loaded si,00il9 eausip nlh n10eol (9 v•ty nr vyy1'd0 and hodmR14 (10-1) 1 :Meld tra ehw ed 1¢r tV, c Rlur ed ImotdfIS w1U Nw tnll.*g cgn.L.: malrI peg strand r ASIA A410 Onat 270 Imr mwxatl¢ng ttl¢r per A57F1 C2 70 T17e M or S dxAppfa4radicalleadAPp6edhaorLd laei 2) A W. latd lodes bond an mW.Orn 41mh nornlnol be°r}y, sate -" load Safe hodwmlal loot S lA J:scp9.n: Sufo loots W llnld type BUB and OMS must ba dugrd by 20)a it brnmy 1r"21h I. itm lbabiachaa, 10) pep ewpomU btd hoighla not 4, ura wfs bed Rom mA ld r 1u19hl .boon. 0 112 16) FA; linlal leapt not shown. 3e soft load [I= neat bugsA ltngtb .hwrn. 3) Pmaide Ml Amllaf Led and lw.d JWA 14 Sale loud: am apaAmdesad oIlw" lands, 4) me number In pevenihnk 1 diseles the pwcd r h0k. far gredt 4O F.w dried labor. IB St. loud, based on m8rlml dm a r ACI 53C and Ad A00'"?" Ep10Dlg<• 14, I nld 8F32-18 sofa yy riU laud - 547E 04 lb radu w 4. 647E (65) IV] p" 19) Addifwnd Idcml loud capocay col bo tblrhwd b17 ibb dentBBmr 6y providing oddlipn6 bhn 6nW. S¢o skrW b.loH: d urro lik 5) pR IW1 ¢meat ar cue4 LfjBp defkelbp. ipuglloel Praelmas 6nle( 1rye ' OR i7 -4end longer meek r, W —IM, m—Y wnVTMU) RODUCe a aueedrU100ddleallmi. Us¢ U 10txd 1¢ coAdlim, M.W the Daid. BLUMA2 as c0elgiyh ga?ib dbt Flaxitit Coda Srcbone ISR11 .p appllw a 54,u g Cbut 6) Silara Need 16w$ os Te:no. Aac¢plan"K ,L L 0 2-2 ; 7) Ono 17 itl. moy b, Vn.91n1.A br It. 15 reborn. a ir lba bale . 8) Insloy" Ya / tlaahmanl d Itald mud c"ngkp WU V." aMit"Awnt fly, M a elrudaIf doaam,AW , - dun Carra 9) 7ho daalgnar moy .W . motsnlmfad I.C. Imm th. W. 1.4 Vab t by WaAoBng Lbe , nim realin9 ;wwnuL and .hear d d-(ran (ran Sitlocoof avppal10) 83L - 11.1 R.kd ' 11) eoLlam riekd addd',.Wr to 6t loafed d U. 6allam of Ou Bid Gordy. 1/2- CLR 1) SEE SAFE VIM- LOAD TABLES FOR LM lb%fi O FOR EAC ADOo FULL COURScm C RC12U) 5REBAR 10 or GR60 SAFE IJP[ IFT I ClAr)RFOR A"PRECASTwf 2"RECESS DOOR I1-1-TNTE.LS IRT.T•,A- emvl SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRFS- 1T 8RF6- 2T 8RF10= i BRF10- 2T 1111PA 18RFI8-I18RF22- 1T BRF14-2 8RFI8- 2S 81ff22-27 BRF28-R BRF28- 2T BBF30- TT 861` 30-ZI 4'-4". 57 PRECAST Soy 1668 U62 305G J751 4445 6140 905 I 1666 2362 30SO 3751 4445 5140 4'-6" (W) PRECAST 867 7604 227E 2939 3507 4275 4943 667 1604 2272 2.439 3607 4275 4943 5'-8" (W) PRECAST 678 1269 1797 23281,) 2854 338E 3911 875 120 17- 47 2326 2854 338E silt 5'-10"(70") PRE= 55 iggZW 17461, 2289 v 2773 Mgm 2799(, 555 1233 1746 2259 2773 3286 2799 6'-8° (80") PRE>rAST 570 924 p 1530 7980 0 2429 a 2879 i 329 570 108N 1530 1980 242.9 2879 3529 7'-s" (90) PRECAST 506 742n 1354' 170 2166 2567 2068 606 898 1304 f765 2166 2587 298E 9'-0" (1l6") PRECAST 39G 41311p), aE+ 222 15d0 t85s 2 80 395 590 1 1072 1386 fJ01 2018 233f THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION S!. Y.W5 M2 pay B''v F - BUD W9H GROW / U - MMLkO O0,{RjR( OF i5 eEBWAT F r BO1104OFlJMftht)VY 1s 1r yt 8F16--1 B/1 T RDWIVL Ito ff MW AT TOP 15 REM AT TjOP 1-112- GUAR t i t • GROUT I 1` x15 REBAR AT 80TI01) r a al' RODUCTI(LVlSlU GF I110EL CA' Arf 32 p17e itbi+• 1 BF2B y+_.,,'. • 4t . xs complying u'iI1t111e Florid: 7-8/8' AGn1N. B NOMBrAL VAO 100T7CMRENFORURC MOWED 1N IBGEL ' y` tJ .• EN ', Qdr,, BidtdiirS GxIc 8 i"1 4plmw No 0 PpR0DUcrjwvjS8DriDate qq O,Ad rql -^72' 2 camply4,Ygn'i0uha l'IonJn T ,, 119 n BuiyingChdob1OF dwni Dad r rlucrluc Cnmrn ndoeploun Nn J _Z T cJ +{'q BxpindlonnslaO••,A % ; C+b. CRAIOPARRINO /°1d 4 TFc o R) c1G\C+ki SEFFNi;RFL935641 2w}(uici" i n•'\ia37I`i T.7C c 7.ii R'/rF9Te GPirt(iti iF1i1:f—ii!9iF7!1rrY1Tr tid'7fF#/ e:ry2 TTE r1 i •i' • ME, UMf d:11 9y:1: r< 1G a713"1712 M IA.M I'MIAMI-DADS COUNTY PRODUCT_CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 118058 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) 1nny.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami, -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 l 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, Y.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 tiled and there has been no change in the applicable building code negatively affecting the performance ofthis 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. r J NOA No.17-0821.18 MIAMI•DADECOUNTY L k,n Expiration Date: 09/11/2018 s iJ Approval Date: 09/28/2017 pry s t Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, #03-0605.04 A. DRAWINGS 1. Drawing 1Vo. FD4612, titled "Precast and Prestressed Lintel- Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables ", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., elated lvfarch 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS I. Test report on flexural testing on 4 , 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTIYI E-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 Cost -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, RE 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised ore May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drawing No, LT4612, titled Cost -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. TEST'S 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Off ce. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date; 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated IYlarch 11, 2008, all signed and sealed by Craig Parrino, RE., on March 22, 2012, B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPernfitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. E. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition, 4. EVIDENCE SUBMITTED UNDER. PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Carroty Department of Regulatory and Economic Resozwces (RER), E. MATERIAL CERTIFICATIONS 1. None. Ae, d-. C-Heliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821,18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P,R, 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 Miaini-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER. 1. Letter from. Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1, None. B, TESTS 1, None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (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. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date- 09/28/2011 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE a TYPE 'W' STOTYPICA 9" TG STEft LENGT I[ luC" SP CI G 5" E. 4" 6 CII V 5" "C" SPACING A" BOTTOM STEEL LENGTH 6" & 19" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 12' PRFCA51 U-LIIjTE1. W PRECAST a SOLID LINTEL 3 6 8' 3 3 8' I f b/fl• 1 f 6 B• A•wenRBDPc SSUIaRPIRA u awbisOsl{B"iP mr srtR Is stA[w.E 2 i'iAWS iu'Iaw. r: LL,, n a:v w sn vn u wBaAAR z/uv rAa .T': 10 n sceFwu M apux ito M sGl[OOIrn q" h O Lq (Aai n fnY 5 oA• EMmNNP1UI lY7 rJ'B' SnRAVP•R 1.n h q 4O a BnMVPCM 1' N- A T/iB 3 8 4'- 7 Ib F/ib R 5/4' 7/16 aTnPtiP nFTAILC a" sOLI LMTEL 9° P$EC,AS T 1 1 J•t, NTEL 12' PAEGAS'f w/ 2RFff.S1$ 1,1 NTEL 1R' PtC INTFI 4' SOLID LINTEL DATA TABLE l ri3rrrRl1 KON muti47=A1: d lA, F" PRECAST U—LINTEL DATA TABLE 11I r, rlar v es maoi at arEra aKOMvmxll mao, umm®[ir er sm mp rl lR®[(Sl i3S7r L9F/F;7[S>C.a©vt0LRAr167 F.''," JIIISR9i[•$7CIIt0) f®IEgr 1 R2f.?i r rnra>,Kanrol naw7®rtrd eca Brr w rF Cl9 rII'1J1F4ir 0 inmm f3i: 16S65r `[..'i C1iSJiO mmar ammrer llo 17" PRECAST U—LINTEL DATA TABLE Illa=v, rTm rSRLg Am0 s r[ aa'nmlttv lmaol 07ull a v ui do ecl r> sr i0 ci mwm tifiao tvt Edam r[ l Qi ik>E33mtif:tCJ itA rrs' iC,l[ lliEf.lT7I 5Li1F lFIJ L'1I t<i i®©Ri rl:Ei' iB i' IRICSA' ETQIO Mm rFM> rra1 W+m rsrtaiomlo UAA mmaam Y." W" me3imlo lEm— r0; amm r Sao Ia:alrF m m lr o iNIS PRO RIETARY IH(ORYATI011 16 PAOYIDEO FOR PRODUCT APPADYAL, U 'OIS[RUAITTPAOTECTEOBTtOPYRIONEUWSANDCFHI(Oi eE gtIRODUOEO OR EO mmom THE PRIOR w'RRTBI CONSENT CABFCRm U4A, MC. L REW' O$aMo snai J/52 GU ASIY M1.1 J4 14, Ab /S Anal 4. SW"lKQ UXENOW, n &1 14 UICN lM" • I— PSI A .ma 0mMIR B. MOM TNT TnT•, NmOFR or S RDfa Uq=E* Mc COUNTAP STMNNO Z C. MWETE STAENOTHM 1'B n - 151 (CA MLL B U10, MHO 11 IN" FAOY EACH END OF ME RONFORCINC OAGEI FOR LKRYPLR - MO. Of PRFCATT unt . Fr a 3000 PSI FOR 4 INOII sR .. S1IBIMT3 • , MW SBE RRNFOPCBp DAW FMw4MN YOB¢ ENO'NS 3. BOWL S m A141i AC CUF BAOA BITE MON TO 9E Fw. 1411A mi. ¢ 671... FAOY tkm ENO. Bx 0 . WB IR MW W M Mim STAIPFMO FROM FORM. doENm FiEi+ ll liC'uF-3 rEi iSS7E51Q #®EfaSiF/tvl]rralr , Lpf 7EYCSi T' fi 3{L)[f[SiF)F r.4x1 p j[ tLt9L' 1Jr[iQ: f tFrYS'ai 7® • / Rlav CL] rFYzrr+l(marlr4l'1•rba e rGaii' luEiJQS UAVAiAi7ccfr4APlcs • • , egvicer a?aurxax•tn S,T,1t>arlaenae:eeraere.T• G'Si[E iY9}rA,s:r{onRr(0 • l s MEMBER OF lwl PAG;MTI(,'T [ ZrV (5GD e s Ds vmplyfns With UtD PIDri uildi:g CDP, c kceBplDace ND/ o Z_/. pgnTOUCT rtt=,vI t1, g l>,: MOM., EHPi IiDN :1NbmwnPlyinGu'iLlt u t cGi4f mW{amB Chun r0 0AAIGPARFIINO jOAA OI lxIIIF1 Oir-. M24 CH 579 R. P E LIIC. No, 44756 PRECAST AND PRESTRESSED LINTEL DETAILS DDSUW14 ORAwa BY. JOWL ARHAUD BCALfi AS SNDAB 3/R4/W I MCRED BY. MW MHO P.E. DRAWM FD012 SUELM i m GENERAL NOTES 1) M weak I'o 4' Prsaast lintel a MD psi I'aC&1rFF 1RAO=Mpal Pa yrost = 3a0a ysi wAh sm 8 inch aggregalo mncrele musun7 umis 1(hClfll per A ON Nfar mLmom nefaeaeomprossNeatrcn9g - 100 psi Febor per ASTId A615 Or.da 6a mortar per ASOd C270 typo U or S 2) NI sale load tables based an minimum 4 Inch nominal hearing, E—oVV. ; Safe foods for Mat ty SUB, 12U8 and 12RU6 mast be reduced b/ 207 if beodng length Is less than 6 1/2 Inches. 3) P.M. lull mortar bad and head iointe. 4) The number in parenthesis indicates the F-1, r,ductloo for grad, 40 U.Id added rebor. w% 4dIi)1J=28 4zag1% ..n -+26 1Ell 5) All intals meet or exceed MO delleatiop. rxrlion• Uda[ types & 12FB 17-4 & longer meals or armed L/180 deflec(on, Use W Ibdted to condai . medinqq the Fladd, Meing Code SacBan 16D4.3.1 as opplica61. 6) Shore (plea gnlele .s mgxhed. 7) 4' solid Natal. to to Insidlxd w/ 4' dh.ne ohadmnld and 8' dimension YerUwl, 8) Iosloll,Uan/olbdlmeat of 11.1.1 must comply with 0...hiteelvml and/, rsW'I'm docam.pt.. U) Th. taullaU 9 the mtir oimumlrasislingIwtadlendsmoentandsbeorholsafed-ormyfromIbelesx face of support. 10) N. R. - Rat Rated 11) Bottom rkld added reMr to be located at the Mllom of the lintel cavity. TYPE DESIGNATION FrIr- _ one amour / u - 8assm I -no v of--°w r A try1 12F16- 2B/2T IA.NL I.DiX J tQIY IY (F {5 IYkaaL NartR RNW N IM 12) 6' & 12' 9nle@ as manufactured xdth 5-1/2' long notches of the ands to ocaomodate Varllcd eel rdnfordng and grouting, 0) The axlertar arfon of lintels installed to exlealar concrete mosan++YY walls shall Mee a coating aF stocco oppked in accordance With ASUd 0-02e or 01hof opprored coating. 14) UnW. loaded eimullan—W xilh Varliad fq— car uplift) and horizontal OoW.1) land: s . d bo chocked for Ihs oamWne lood'nq with tho fallowing ages sea Applied Vertical loud f MpHad hadaanlal load 5 10 Safe Yerlical land Sofo h,dzonlol 1.4 16) Far mmposlo lintel helghls not shown, use safe loud from next loser height sbown. 15) For Nidol bngUm nut sheen, 'on sale loud from next longest (anglh shown, 17) Safe loads are supernp—d ol—ble loads. 18) Safe bads Msed an raUanol deign analysis Far ACI &M and ACI 318. 19) Additional lateral land capacity eao be aK.Ined by the designer by ploWMg axIM-1 rablforaed eanarste masonry units (ROW) oboys he Hrdd. se sketch below; w .4. - SEE SAFE LATERAL. LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CIAO ( RCMU) rc;_Stirs''rig.i RILL COURSE 1) #5 REBAR FOR 6" UNTELS 1/2 CLR TYP 2) #5 REBAR FOR 12" LINTELS GR40 or GRGO PROAJCT RIMED 6U8 6F6 6F12 es aomplynt6 with the Pinrids Duildinp; Carlo L7_D Accspl a.. Dh(o %il. 1 R.sgsi 1i nde,rZ.gE 2•/8 111 1L1-1jlJjll aE' r.' d .,,, grj'u ns ry .' .hbdu i antral x. : IIsr(1) slap Yn. (r) M- w- M RR IT teens0) mwsaa nn r 118764 m scour e Rum u err kI& (1)) K = ran Ie' u—s p name ran or u eels 11 5 - ACTVAL eons w 1p (d( 5.) 12' R011TNL1'NOTH 6F28 MEMBER OF Cz SAFE LOADS FOR 4" SOLID LINTELS r-Aa[q GRAVITY TYPE LENGTH 4S8 T- 6" ( 42') PRECAST 1180 4-0" (48") PRECAST 959 4'-6" (54") PRECAST 789 5'-10' (70') PRECAST 460 6'-6" (7e) PRECAST 360 7'-G" (90' PRECAST 260 9'-4' (I If) PRECAST 156 SO'-6"(126") PRECAST 116 6FZ0 12U8 jg411'[Yf 1 YII UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'- 6" (42") PRECAST 687 371 4'-0" (48'1 PRECAST 597 320 4'--6' (54') PRECAST 529 258 5'--10" (7(Y") PRECAST 407 148 6'-6' (78") PRECAST 366 118 7'-6" (90' PRECAST 280 87 9'-4" (112") PRECAST 187 55 10'-6"(126'1 PRECAST 152 43 12F8 12F12 12F16 p . ( l y R, CRAIG PARNN0 CpR;p ,e\ 6324CR579 CAST-CRETE 4", 6" & 12" FILE IUAL. OgSU65-14 OWN M JOHAN ARRAUD E ram-- i M - Li 12F24 MOAUCf RLIVf61T0 r> 7 compl}fiBwilh the Ptavfdu bu fding Code Acoopbnco WIp1sl,Uon liWa / LINTEL SAFE LOAD TABLES[ SCAU-- ILT.S SAFE GRAVITY LOADS FOR 6" PRECAST U"LINTELS SAFE LATERAL LOADS FOR 6" PRECASTU-LINTELS 0--w-4 ra SAFE LOAD POUNDS PER LINEAR FODT 4—r-4-f" SAFELFLOAD P LENGTH TYPE 6U8 6F8-1B 6F12-tsEFIG-1061,26-106F24-186F28-1B6F32-iB LENGTH TYPE BUS BF8 RCMU S-6" (42") PRECAST 2332 2675 Z592 6050 6148 7227 8297 9357 3'-6" (42") PRECAST 587 1055 595 4'-0' (W) PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-0' (48") PRECAST 487 787 445 4'-6" (54") PRECAST 1654 1667 3633 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 416 609 344 5'-10"(70") PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 5'-10'(70') PRECAST 3DO 350 198 6'-6" (78") PRECASI 949 1078 1831 2850 4328 6737 8297 9357 6'-6" (78") PRECAST 253 496 157 7'-6" (901 PRECAST 778 883 1459 2188 3151 4524 9357 7'-6" (90") PRECAST 222 367 116 9'-4" (112') PRECAST 584 66D 1058 1523 2084 2795 5017 9'-4" (li2') PRECAST 173 352 74 10'-5"(126") PRECAST 503 566 895 1270 1706 2236 2238 3747 10'-6"(126") PRECAST 151 276 58 11'-4" (136) PRECAST 457 513 805 1133 1507 1952 3163 11'-4' (136") PRECAST 139 311 49 12'-O%I44') PRECAST 425 477 744 1042 1377 1769 2808 l2'-0' (144') PRECAST 131 277 44 PRECAST 373 417 645 895 1170 1485 1 1852 2285 IN-4-(160') PRECAST 117 223 35 t4'-0"(tfi6") PRECAST 351 392 605 835 1087 1373 1723 2087 14'-0'(168') PRECAST 111 202 32 W4' (208') PRECAST N.R. 299 455 L 620 794 985 1198 1437 17'-4- (208') PRESTRESSED N. R. 130 21 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS A 1q SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 0- 17 6Ft2-IT 61`16"IT 6F20-IT SF24-IT VZ6-1 6F32-IT 3'-6" (42') PRECAST 1412 2074 2715 3350 3997 4638 5279 4'-0" (48') PRECAST 1225 1BOO 2357 2913 3470 4027 4583 4'-6" (541 PRECAST 1083 1692 ZU84 2577 3069 3562 4055 51-101(70') PRECAST 831 1222 1600 1979 2357 2735 3114 6'-6" (711) PRECAST 723 1097 1437J 1777 2117 2457 2797 7'-6" (90') PRECAST 648 863fi1 1 12490,1 1544111 18401Q 2135 m 2431 W 9'-4" (112") PRECAST 575 57102) 980 1252 j 1492p 1732m 1972 10'-6" (128") PRECAST 514 46201) 7871 1121 34 1336J 15511d 1766 1 V-4" (136") PRECAST 474 4041il1 885 985 1213 v 1442 1645 IT-T (144") PRECAST 454 367 (") 619 { 888 1093 1299 1508 v 13'-•4"(150') PRECAST 402 30B(W 516 738 9D6 1076 1247 PRECAST 36813 2B51'* 475 577 83Z 989 1145 m 17'-4' (208') PRECAST 253 r 208 I 336 a 476 565 693 803 SEE GENERAL NOTE 18 (Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 PRODUCT REVISED u; "V'Yidg will Q:d Flosidd doiid;ng Cddn Ace Trance No Z 0 IIy p°j°rP4taft" ALem3D .oddatCanrat G 44 PRODUC7TRUV1SSD 1k: t'0'nPIYinB whA lta FtdAnl(dlpa Coda Rd0 I/ AraAtedcoNdi r .A. T g) I '` 17a 1rNlon Unfa llJ p LY / /e" CRAIG PARRINO o/L, r Si'•..;; G`,C 6324CH579 bt;mn D di'i'' SEE GENERAL NOTES - SHEET 1 OF 3 S/,cic'4 SEFFNER,FT 3R5g4 FL. P.E.i]GNO.4475S No) Ryl REVISION o E ME:AIEIER OF T A'"``""Of 04mmo-Aw 6;1 "-sit " RIIE CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESR J NAME C G FlIE HARE: D65U86-14 ORAWH DYt JOHAN ARHAUD SCALE; N.T.S. CFJ GENERAL REVIS ON OATS: 3/24103 PICKED it QRV.0 PARRKio, P.E. - Ric, W, 44755 DRAWPI0:0. lT012 SIIEET 2 OF 3 A SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4e lft" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 12U8 12F8 2B lV12-28 12NE-28 12F20-28 12F24.28 12F28-28 12F32-28 S-6" (42'1 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 54") PRECAST 2390 3464 5304 7619 9352 1 MO 12755 14438 V-10"(70') PRECAST 1612 2320 3218 5234 8487. 11060 12755 1443j, 6'-6' (78") PRECAST 1383 1986 2879 4196 6421 10032 12755 1443( 7'-6' (90' PRECAST 1138 1628 2131 3218 4676 1 6756 9763 13524 9'-4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 7552E0 10'-6-(126") PRECAST 614 1043 1295 1853 2510 3323 4334 5832 11'4'(136") PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-Q"(144") PRECAST 456 378 1073 1513 2020 2817 3333 42061 IS-4"(160") PRECAST 359 767 L, 926 1294 1709 2188 2743 3409E 14'-0"(168") PRECAST 321 720P, 865 1204 1584 2017 2451 3105, 17'-4"(208") PRECAST N.R. 4510 6311,1 8811„ 11410 1428p, 1750P, 2102P 19'-4"(232 PRECAST N.R. 3431, 47J ,, 700D 9251 1152Ea) 1380, 16096, SAFE VOR 12" 3AF LOAD LENGTH TYPE 12US 12FB R* 3'-6" (42') PRECAST 1296 4841 393 11 4'-0' (45") PRECAST 1295 4841 2994„ 4'-6' (54") PRECAST 1049 3922 2417H7 V-10"(70") PRECAST 681 2547 6'-6" (78") PRECAST 579 2187 1234, 7'-8' (90") PRECAST 474 1771 9141,D 9'-4" (112") PRECAST 355 1326 58010 10'-6" (126°) PRECAST 306 1143 4541,4 11'4' (136") PRECAST 278 1041 388 D 12'-0" (144") PRECAST 260 971 345, 13'-4" (16d' PRECAST 229 557 278 14'-0'(169) PRECAST 216 809 251p 17'-4" (208") PRESTRESSED N.R. 633 } 162 44 19'-4'(232") PRESTRESSED N.R. 5341 130P, IlI IRL MOI{GERS IN PARENTHESIS ARE PERCENT HEOI10"I" FOR cc uuvrrvo_ nu:c to GWE 40 FIELD ADDED REM. SEE GENERAL NOTE N0. + SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 12" PRECAST WITZ' RECESS DOOR U-LINTELS 12" PRECAST w12" RECESS DOOR U•LI 4^wr-4_ SAFE LOAD . POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 128f6-2012RFI0-212RFR-2 12RFIB-2 12RF22- 12RP28-2 I2RF30-2 4'--4" (52'7 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'4' (54") PRECAST 2319 2740 5468 7584 9640 11869 13679 15679 V-8" (66') PRECAST 1347 1841 3555 6395 9640 11669 13679 1567%, 5'-10'(70') PRECAST 1259 1758 3361 5954 935E 1I669 13579 1567 A V-8' (80") PRECAST 924 1430 2633 4415 6864 103qI4 1257A,I 148040 7'-6" (90") PRECAST 703 1203 2157 3494 5259 792241 9623 1132!„ 9'-8- (116") PRECAST 389 843 1451P 2157 32030 44271i4 5417L 63801 4; IHE RUMan IN FMIHIHESIS ARE PERCEM REDIXTIMS FOR GRADE 40 RELO ADDEO REM SEE GENERAL NOTE NO. 4 LENGTH 4'- 4" (52") PRECAST 4'- 8". (54") PRECAST 5'- 8" (68") PRECAST 5'- 10" (70") PRECAST V- 8" (50') PRECAST 7'- G" (9n PRECAST 9' 4" (116") PRECAST 1' XODUC'TREVTSED nl, f, YA,N mi15 tha Fln,ydn BnildinnC, 14A Accnp, nrcc PlrUFionllnWg 23y B Mia i a oda(_ cmrnl SEE GENERAL NOTES -SHEET 1 OF 3 I+ EMSER OF PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-UNTELS 116- SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 12FB-21 12FI2-2T 12F16-2T 12F20-2T 12F24-IT 2F28-2T Y2F32-2T 3'- 6" (42') PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0" (48') PRECAST 2359 3721 4672 6023 7174 8325 9477 4'- 6' (54') PRECAST 2113 3291 4310 5328 6347 7365 8384 6- 10"(70') PRECAST 1623 2527,1 3310 4092 4875 5658 6441 6- 6" (78') PRECAST 1444 2269„ 2972 3675 4378 5061 5784 i- 6' (90') PRECAST 1267E, 1767DD 25831,D 31941i 3606 w 4417, 5028, 9'- 4' (112") PRECAST 1D28 P 117100 2006E 2590 30871. 35B34, 4079P, 10'- 6"(1261 PRECAST 920 0 9471 16121H 22810 27641 3209p, 35531 PRECAST 85B D 829 i 1404E 19321 2441t 29U2E 33041 12'- 0"(144") PRECAST 814 753PD 1269E 1788T 2201A, 2616 30321 13'- 4"(160-) PRECAST 678y 633, 1057p, 14850 1826E 2169,, 2513 14'- O'(168') PRECAST 6221i 586T„T 974 1365E 16791i, 1993I. 2309P 17'- 4" (208") PRECAST 434 D+ 427 695 E 964, 11621 14021D 1623 19'- 4" (232°) PRECAST 366 ID 370 LW 593 p, 817E 10021, 1187P 1372, jQ THE NUDBFAS IN PARENTHESIS ARE PERCENT RE9llCRONS FOR GRADE 40 RETO ADDEO REM. SEE GENERAL NOTE N0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w!2" RECESS DOOR U•LINTELS Arl-. IPM I SAFE LOAD -POUNDS PER LINEAR FOOT 3592 12581,1 1 4'-4" (52') PRECAST 11626 12685 13746 14806 16867 16928 17989 345812417, 1 1 4'-6' (54") PRECAST 11558 1 25B2 13602 14623 15643 18554 17684 2236 1650 5'-B' (68") PRECAST 1210 2042 2850 1 3658 4466 5273 6081 2129 1552P, 1 5'-10"(701 PRECAST 1173 1984 2769 3553 4338 5123 5908 1716 1170E 6'-8- (80-) PRECAST 10201 1538 2426 3114 3802 4489 5177 1438 91491) 7'-6" (90') PRECAST 904 L 1226 2163 2776 3390 4003 , 4617 101144 511 115") PRECAST 703 D, 771 A 1472, 21611 2663J 3145J 3628 1 ` • ' • • 6 NUNBERS IN PARV41HEZ ARE PERMHT REOUCRDNS FOR a G • • ENS.'' 40 FIELD ADDED FEBAR SEE GEREFAL NOTE NO. 4 447 P4to1D0crRF: vlseD oornplying IviOI On; Florida C i' 1' iAsifding T E F/':lYd Aewge, Na oc7 0 wWN EBLPhuOouDvicp'. A' CRAIG PARRIND p ' d//8 R1 33584ni na to dua on „i` - P.aNA PL.P.E.L1T:t1m.4Nyl5s 1m&CAST- CRE7E 4", 6" & 12" LINTEL SAFE LOAD TABLES RIP Kwf., 9DSB0T-IL 1 ITAMN BT, SONAH ARIAVO SCALE: H.T.S, DATE, 3 24 OS 1 cw"ED BY: CR11C PAAfSHO, P.E. - A£0. HD. 44155 OAAAING m LT4612 SHEET 3 OF 3 Ai'71•Q Q MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F ( 786) 315 2599 NOTICE OF ACCEPTANCE (NOA) mv% miamidade.gov/economy Cast -Crete USA, Inc. P. O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseive the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their Jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT.': Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated rune 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 Iogo 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. 17-0821.19 rt grrlU&MI r , fi ` t • ivl . Expiration Date: 05/21/2022 c j B l Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 496-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, RR, dated 06107196, revision #1 dated 11108196, sheet I of 1, 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 I, both drawings signed and sealed by Craig Parrino, R E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94 prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, 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 far Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 44 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113I95 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-M9614 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. .Mill Certified Inspection Report #84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for 45 rebar by Birmingham Steel Corp. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: OS/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 04105/96 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: L Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details . sheet I oft, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables° sheets I & 2 of 2, prepared by Craig Parrino, P,R, dated Jame 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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.B. D. MATERIAL CERTIFICATION: 1. Quality,S vstem -Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date, 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc:. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Dravving No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, RE„ dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Leiter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS L None, B. TESTS 1. None, C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, RE., certifying compliance with the Florida Building Code, 2007 Edition. a 1 j 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 G 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" LinteZ 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, RE,, on March 2Z, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By lyflami-Dade County Department of Permitting, Environment, and Regzrlatory .,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, #1.4-0903.02 A. DRAWINGS 1, Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets through 3 of3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE I , By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. L elmy A. Maltar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E- 9 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 916-0126.03 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department. ofRegulatory and .Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. ,Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and seated by Craig Parrino, P.E., certifying compliance -with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTAII E-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 lyliami-Dade Cozrnty Department of Regadatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None, G 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-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, .Letterfrom Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, RE., certifying compliance with the Florida Building Code, 2017 Edition. f -'LI elmy A. Malcar, p.E., M.S. Product Control Section Supervisor NOA No.17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 r'3 HIGH STRENGTH PRECAST AND 44MT-4,,04'rle PRESTRESSED CONCRETE LINTELS PRQDUCi' RL-VISL:D As OdmPlying with IhD PIo7iJDDaso RODUCTAIihmWRD vIyfnx,,hh U,. F7DEidn BtdldlDc Codc Buildin D Co', AcmPmnce NCD -a Z •9 P3TpimAim D¢Ie y I, Asccaleucc Kolb -ot Z6 BHRI Son Dn19 Br L lCmlholMuxulD uct PRODU^..3' ?$NE1VF1 cumalriDS vfth fne I pugdlQ Cad. 1AcccpECU- NO Exa nn Dtc By 6 FJ eC C g':pg[QagT Y7/ 2•' AECEBB DOOR U-LINTEL 9" PAECA$T U-IIHTEL B" PRESTREOSEO U-LINTEL _ _ __ 8" PRESTRESSED U- 7/32"11 BAR ST11tRUP5 TYPE, "8" STIRRUPS M 8" LIKE STIRRUP SDALE: N•S.S. DETAILS T L Y01JE WFL181T PA cEl- C L EL SPAINO cmnun 14'-B O. 34 64Z 7 32 BAR t - 3" 7 2 IrAlt 14 •-6 4 a -D 9 6-4- 0,140 657 2 32 BAR 16-2 A® 2 9 1Y o, l50 py R2 DAR 1 -3 sk VAR 7 -+ 0,170 713 7 32 B R 1 -3" 7 2 OAR O ^2 4 0 4 -2 0 U.IS4 747 7 32 BAR 1 36 -U1 7/32 DAH 21'z" b e 3'-•8 3/4" so u'-aP 0.200 elt 7 S2 BAR 1 "35" to 7/51 BAR 21'^10' b 0 3'-10 3/8 10 74'-D"' 0:218 DH4 7 32 OAR 7/SZ OAR 23--1D" 6 0 4!-1 1/e' 10 le-D 8" PRECAST_ W/_2" RECESS DOOR U—LINTEL DATA TABLE 11.{{E,., EfiS L 2il F1. I i71®t 7! YI.11RfUr ie:T'.FY"i7+1I nf' 3"r::. l WCl/O, CICAmCIQGIMILESf fit3ldii ilammOl if3mLL i{ iiiRR+?6"IYIEYlIJU=CiLl. lKlmr rajmd WiaF:ufi lalnn r! rmj aOcEm 4s4_ C 7 IWJiM mmmF m1 MEMBER OF z I uwu xucnx m •1`2 A" IL OTkEAu[If swutL V M'AnARE9tu D70EIs PRECAST Llh EL REINFDRCIR¢ rp0e FABRMdnON MOD[, • R TM"y1,T Trriti sNxV/1Arcuc 77-Z2• Tf a• 71 r 71r p_ RESIHGy9„Cc L7 ^FAD GpfiS PADRIOpTION MODE3 - PP ('.AST il--LINTEL DATA Y0 41e Yr I CST tl O r P.M 0.03E 11b D= RKeAR 3'-5" 7 32 BAR s'-P.- N A 0.937 144 RT 3-11" O.041 102 Q3 R BAR 4 r O.D;9 k AR 6.3 7 32 BAR 9 -0 N54'-V LLD 3 R A0.OD0 R34 4 REBAR b-3 7270HO707 Omer 239 4 REBAR. R -D 37D 4 RFOAq 9" 3 RED R 10'•-7' 0.10 40B P5 REBAR 5" 3 REBAR 1 I -0' 3 -0 6 7z O.Itb B RERAR Lf - R BAR 0:122 0 REBAR I3-1" REBAR 13--0" 3•-D" B 14'- ' C1,129 IL— 3 -0 TNI9 PAOPNETARY INFORMATIDN IS PRO43D:D FOR PRODUCT ApPHOYAC. IT J9 PADI£DTED IR' COPTANiHT LAPIS AND CATHIOT BE REPFM .1...Df 'ITED YILTNOVT THE PWOR VIBITEN TANSERI OF CAST-'CRETE BSA, INC. T. Auafomw 51tst 7/32 DAR ABTM A5101 03, P4, 6, NOTD SHE TOTAL RUMBER OF --- AND p RE64n RAW 00 ASIH A.13 .7/16 1NCN AEOUA10 M COUNTED SWANS Most EACH DINIQEx 270AV LOYI-RELAYAADN PREYMESSYHD Of ER RFOR EXAMPLE EgbIRE6RIAT/ D ASItl M16 A" DORDTXTE SIRENims. Pe n RD00 PS l MR e' RABFeCAfl 7HE O. OF REWFOApHOCAVEMODEL WYM S SHARUP6 AWAmE0 LCITELS: i'" a IP00 P51 FOR ALL FROM EACH E70). 6. 2.6 po,RD D7 pDLYpROPT1EnE nDER5 PER PRECAST 5 ;NCHURT . .. CU.YD, OF DISCRETE MAY DE USED RI UEU 3, IRUfAL PRES[ RESS FORCE a 070 x Ip, OF PRESTRESSED LINTEL REIRMSOR a oAOF M SIRIPI'BID 5TA xPiHI PAi91RIssEli Ta REsln uroxa AHD HANDUHD FORCES. 4A ` JJ BNS • ; - PRODUCT DEVISED ro odlcuhfOe PRvLJo U7 fiding flNldulg Coda AeoeDlwtaallo-a Wq+ l l; anlldm a Zell E 0 E , CRA14 08 579 O D,AhW. l , 1 '.' ` 6324 CR5781D+ttl Ord of tlnrcut o' R10,.'L r SfFFNER.FL33584. YJb•/UNAI .'E: i•4 R-RE.LIC.N0.44788 TBat CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE: GRAVITY LOADS FOR 8" PRECAST PRESTRESSE TD U-LINTELS SAPEPRESTRESSELOADSJXERAL 8"PRTiCAST&PRESTRE+46HD11^LINTEGB FOR SAFE UPLIFT LOADS FOR 8" PRECAST& PRESTRESSED U-LINTELS aa v SAFE LOAD-POUNDs PER LINEAR FOOT IV" SAFE LOAD PLP tiR[e SAFE LOAD pQuNCrs PER FOOT LENGTH B 8F8-OB8F81R 8FI2-0B OF12-IB aFIB-OB 8FI6-Ta 6F20-0B ana-fB 8F24-OB BFY4-I0 W23-0B Bf28-f5 6FJZ-OB BF32-iB TYPE LENGTH 8UB BFB RCMU4 TYPE LENGTH BF6-R 8F8-2r a 2-1Y 8FI2-27 8F16-1F 8FI8-21 6F20-TT mo-2i BF2S-IT sm-2T 8F28-IT Era-Zr eW-IT BF32-2T 3'-8" (42) PRECAST 1569 2865 524 4394 5263 6132 7031 3'--6" (42") PRECAST 2231 3089 3119 b163 E907 e054 9602 IOB51 3'-6" (42' PRECAST 1025 1024 1598 fuss 2 i5 3524 4394 5263 8132 7001 30fi9 d605 Bil3 7s17 B974 fo394 11309 4'-0" (481 PRECAST t383 2305 3080 3515 4570 5325 807P 4!-0- (48") PRECAST 1966 2567 2751 3820 4890 39s1 7934 8107 4'-D° 481 PRECAST 765 763 130E 1363 230S 30W 3818 4570 6326 6079 1695 4605 6113 7547 B974 f)394 11809 4'-6" ("I PREGAST Q07 2010 2m7 3375 4043 4711 0319 4'--6" j54' PRECAST 1599 1869 21 to 2031 37,13 4576 6400 622a 4'-6" ,(54} PRECAST 592 591 T073 f2D7 2040 2707 3375 4045 4711 5379 2159 4375 6113 75G 067Z 10294 IT609 5'-4" 64" PRECAST 41 1 411 745 5'-4" 64' PRECAST loin S71'B zz70 283R 3UR 961 44V 54' (W) PRECAST 1217 1349 14J8 1909 256o 3123 3686 dz49 Me 1716 2275 2838 3399 3961 452Z i8B3 3o90 5365 7547 7342 8733i, 10127n 5'-1d' 70° PRECAST 340 339 615 5'-10" 70" PRECAST gootfos15s7202sg33t07ra6z0 , 4133 5'-10 (70) PRECAST 1002 1t73 1631 2D90 2549 3009 31TO 91900 i587 20BO 2593 3197 36 O 4133 µ51 2622 ZOO 7168 a 6036 1 718f , 83M u 6'-6" B PRECASTn '} 507 721 490 6'-8" 78" PRECAST BS6 N071 18 2329 2790 3257 37120 8'-5• (78' PRECAST 908 1233 2177 3480 3031 3707 4383 6061 535 1407 186B 2320 MO 37.51 371212382177348057810360103ft6401-4 T-8" (9D') PRECAST 727 1095 , 1624, 2025 2426 2B27 S27J3 7'-6' (90') PRECAST 743 loll 1721 2632 UOS 260H 3191 3685 i'-6" (90") PRECAST 424 534 363 727 1724 T624 2025 2420 2827 3125 rail 172P 2001 30% 5881 9461 B+72fm 9'-4" 112' PRECAST 326. 512 230 9'-4" (112") PRECAST 501 708 6 1138w 1474 1815 2157 a 25DD 8 9'-4" (112') PRECAST 554 699 lfso 1625 2564 3485 26i5 3302 591 662 1318 I643 TP69 22a4 2619 752 1245 1643 2564 3486 4705 a.19D 10'-6"{126")PRE= 284 401 150 i0'-6"(1Z6')PRECAST 5m 575 916 IIBB 1461 7J6 2011 iY-6"126" PRECAST 475 s3 as 1247 2093 z777 2103 2539 530 695 1}80 1472 r 1753 2055 2345 613 on 1537 2093 2761 3543 4764 11'-4" 136° P T 260 h52 154- 11'-4"(136' PRECAST 474 504 500 u 1037 1274 1513 1753 n PRECAST 362 582 s45 iJ60 18i6 2423 3127 4006 Of 607 104200 1372 n' 1B43 1915 (7 218756294513661846242331214008 If-O" (144") PRECAST 337 1$40 B73 1264 168+ 2193 M05 3552 12'-0" (140 PRECAST 244 402 137 i2'-0 (f 44"j PREQ45T 470 458 , 77A i 93B 1153 1389 a 15M 640 873 1254 16B4 21Q Z695 3552 47D sae 940 ,4 I3az , 1560D 1815(n) 9075 ,, 73'"(160") PRECAST 418 386 607 n 745 964 1143 , 1323 a 160) PRECAST 296 71 755 f075 N2B 1835 2716 7.1i&1 13'-4" (160") PRECAST 217 324 110 428. 400 78D 1159 1413 105 , 1887 n4717B5m514201038231E2883 PRECAST 27g 424 7DD 1002 laze 1697 zl2r 2630 14'-0"(18fl") PRECAST 205 293 100 14'-O"(166") PRECAST 3e{ 358 560 724 889 1582 1907 d42 706 1002 MA 1697 2127 1830 410 42a 717 1083 1398 I 15a2 1807 8 14'-8" 176" PRESTRESSED N.R. 284 91 14'-a" 176 PRESTRESSED z39 33a 52o e72 e25 s7e nit 14'-8'(176•) PRESTRESSED N.R. MR Nrt M. MR MR MR MR 2{6 S95 B6S aso iS03 1518 1734458785I3701902223825i72712 184) PRESTRESSED N,R. xR NA MR xA MR MR MR 15'-4"(184") PRESTRESSED N.R. 259 83 15'-4"(184') PRESTRESSED 224 313 486 s27 769 917 IDSd 4T2 710 125a 1133 205a 2320 2513 230 308 oisus 9oe z{o 1460 1686, 17'-4" (208") PRESTRESSED N.R. AR N8 RR MR MR MR MR 17'--4" (208) PRESTRESSED N.R. 194 64 17'-4" (206) PRESTRESSED 1 263 , 40S 521 08 n 758 873 3aa 549 95 1320 1309 049 2D47 i92 3a6 690 740 b t 1271 i473 , i$-4"(2J2'") PRESTRESSED NR• He NA MR NR MR MR 19'-4°(23Z') PRESTRESSED N. 145 52 18'-4"(232') PRESTRESSED se 229 34B 447 547 64? 747 itq 235 420 750 1037 1282 1515 t7I6 166 263 429 1 823 rt 0411,4 1059 1277 n 21'--4" (256") PRESTRESSED N,R wr MR NR MR rat MR 21'-h" (256"} PRESTRESSED N-R- i25 42 21'-4" (256) PRESTRESSED 142 2D4 „ 307 393 , 480 5681" 655 mi 180 340 598 80 1114 1359 H88 142 232. J73 537 72I PDS 1048 x 22'-e (26e) PRESTRESSED RR MR RR 5 MR MR MR MR 22!-0" (zw) PRESTRESSED N R. 116 40 22'-0" (264") PRESTRESSED 137 2P a s90 379 482 sae 992 165 318 558 784 107 1285 1399 - 137 223 35B 513 BBB 883 P99 24'-D"(208") PRESTRESSED N.R. NR RR Nfl HA 24'-0"(28a") PRESTRESSED K.R. 91 33 24'-0"(288) PRESTRESSED 124 i70 n 267 3+2 15 482 5s7 I 12g 25D 45 054 884 1a92 1222 124 202 3f9 01 455 n s08 757 , A76 n THE NUMBERS IN PARENIAM ARE PERCENT REDUCTIONS FOR GRADE 40 • SEE GENERAL NOTE NO. 16 ON SHEET 3 OF 3. (b) THq 61 NiyJRENTHEARE PERCENT RFbOC HFOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL HOTS NO. 4 ON SHEET 3 OF 3. GEENN ERAL NOTE No, 4 ON SHEEE ET 3OF 3 PP.GWL— RUN£4+JAD PRDAUC't'RgNgWcD , OGN fILObUCF RliVISEDnxcomylyi"gaYl3hNso?atid4 g rN%1"B w7th0,c Floddo e I'RDOUCYRAVIB©D RR co Oyii ,g"Ith H.nwidu Axildmg C4xk BCod9 Bc co611 A AOuplmce Nol : 0 6 Dv31diPYBwilhl6olTlONd" ' Duildin6 Cu,k ^C 1aa.L%o22`J•/C- f ifo o o "B Ch4n Accc tencc No 0 2 2 Fsttt o_ C81c9-t2.02"5 : iC 7i 4 P anuoNo( -o a . 0 l itA2PI4GIfunihle" CAAIGPP,flRlNOJ y". l pqiomL1tt SEE GENERAL NOTES OF 3 M1°k°, ll od"ee Control -5 pve"'• , C R\O.•ti SEFFNER,FL 9fl694 ItD Q3'1L06c1'C.'rdTrr"'(" SHEET 3 NO By REYISION I>Are i+i 'S ""' 4' FL. P.E.LIC.NO,A4756 C V 0 M 9' it4t[111714 E igEf4 OF `• . I- ' CAST— CRETE 8" LINTEL FABRICATION DETAILS a wounr IILC NW, DUM-14 0980i By, 06310 IAAKIRO, 4F6 - M6, NO. R746 SCAM 80T To Sa u yam A+ Y'-•?dh .c. `µre, H , DA70 OB/ O7/98 GIBxEO Oa cp310 PAHRIRO, P.L - PEO. 80. 44166 I UTAY11N0 N4. FDS $HCtf R tl7 3 L1 SAFF. C RAVITV LOADS FOR 8" PRECASTWIZ' RECESS 060R U-LINTELS 4 fears SAFE LOAD . POUNDS: PER LIKE:ARFOOT TYPE LENGTH 8RU6 BRFB-00 8RF70-DB BRFI4-08 BRFIB-0 88F12-I8 HBF20-08 8RF30-OB9917E8RF10-18 HBF14-ID BRFT3-1 8Rt22-111 8RI78-1R ERi30-18 4s-4n {52°) PRECAST 16i5 1749 33U 3180 4349 542T 8493 76U IN[ 3599 5206 6839 8060 9479 W893 4` $" {54°j PRECAST 1494 1596 3983 2992 3968 4946 5924 6904 1756 3590 200 6839 6050 4478 lOa93 5'-8" (60"j PRECAST 866 920 1770 1718 2277 2639 3402 396a 1107 248L 4567 6309 8069 8 7917 9311 I 5'-10"(70e) PRECAST 810 859 1913 1600 2124 2011 3174 37M 1113 2342 4242 9639 1p 6060 740201 8208 try 6'-$" {SD) PRECAST 797 90f 1825 3t20 5049 7747 944B 7360 901 iB25 3120 B048 7915 9479 1089 7'-$" (90°) PRECAST 669 755 1490 2459 3776 67U 7239 5623 785 149D P459 3778 6743 8999 1099 9'—D' (IIe) PRECAST 411 4HB 999 HBO 2253 3129 4091 3146 520 999 1508 2253 1 3129 41W 5091 AAFE LATERAL LOADS FOR A-h ves&Q'f wt 0'1 taRRI;CS hnnn FT.1 INTRI R SAFELOAD PLF LENGTH TYPE 8RU6 8RF6 RC*MU 4'-4" (V) PRECAST 758 757 1164 4'-6e (54") PRECAST 694 693 1073 5'-V ($8'1 PRECAST 408 407 665 5'-10"(70") PRECAST 362 381 616 6'-8" (80") PRECAST 595 788 464 7-6. (90") PRECAST 509 674 363 9'-$e (116")PRECAST 370 490 214 p) THE NUMBERS W PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 SEE GENERAL NOTE 1$ FIELD ADDED REBAR. SEE GENERAL NOTE NO, 4 GENERAL NOTES 1 R¢Ivdolsl 12) Llnlels mo monufaci¢red xiOs 5-i/2' bop grlches al thn cods b asemed¢Ia rertical ce9 mnrmning and grwVog. fc 0•ppam.1 W.l«4000 psi Ie prnkeu.d Ialsl = 6000 psl i o grml = 30Dp psi piIh mosimvm JAB lock oggreg kfMlU) 7.sO( w0 13) The md.rf ",fea of L'ntelp WNW 14 vlemr merµa lrc tarry h shall hme o eooUn9 0l dew qj W n ucemdonea eb W11 fr92b or optr ¢pptovW omU g. lets mom b pv w1h rrPd - ml mda eebpt.—V elf4np111000666 I9O0 PIT bu! peiA615 Gad0 60 Ids loaded s(nrdtpnwustt xilh nrlkal (gradly m upldl) and bommld olaml) leech be for the loading ed the la8a dig equollorc Imuaeimnd u ASTV A410 Orede 270 lmw nlamlian omrtorn/511f ASlblC17O Type 11w 5 sb4d chwled eamble App ed fend Applied Weantd toad par vcr@alSafeZ. 1 toad } S.(. hod w bad 2) AIsafehadWesbsadonminimum4Imhaamddheating. faccubm Sofa hods to rd I Type 8U8 d BRIIfi mwk bo t6j For composite Wel Night. not 0.4 ose solo bad Irom —t huu WUN ahosa nda*edbVq20% llebwdng iedy fi to kss then 01)2,1 IN F r Wel 16n9ms oat sloes. ifs* We load Tram next lonwat feogth sbasm 3) Pr4dm full mat(mr bed end brad jdols. 17) Suie lauds ma saptdmtaud edlaaoble Leads. 4) Th. 4arn6er In p—tiamb killeaka Iha percent r.d.UK Tar grade 0B4d Wded Abaf. 10) Sole foods bated . m et.1 d.Ng omlyis per ACI 930 end ACI 314 p(—ly 7-6' UsW BF32-19 wfa yyrovdy load - 0472 W a/ 15F. redacti*A 4 B472 L,.B5} L501 pli 10) M,1111 rot 1.1-1 Iwd capodiy h av abtm'msd T: @e dad9 ar by piny addm al Ue nlaL Sw sYsleh bdoa: 5) Nl tlNsls meet or eawe d'VO50 delke af,. F.md¢ 11vn1Preatreen let. OM 11 -4• and 1en9«meek Termed concrete M-My adds Q1C11U) obese nRODiJCT i4id4EWc0 a exceedsL100dW,ell n. U brab 1.ovdd'dhasM.A nq lipF.W. Hv9dingsscomplying Nilt tba F'rrivb 4 Speb'oa. 1644.11 a ePp11[obie Buddi08 C-k d) Shore fO,d Uhl. m 7agogd. r A.ccepto.'lrctcd 02-? f$ F'm-1500psi 7) Onp 11 mb.r mey be eA.131A d for Nx 15 rebxs l p tt(-y'•ron Usv:p e) Indvjjall" I '10 ,mod of e'dml mail eonpjy aim tlm orehil•akrd and/Wehucturddocumrole. Dy17 .ffU b+j..Otl000tt»st :"OOOdddcLCanUal SEE SAFE WEPAL LOAD 9 Us dmd r m dumb aeew4kated 14oda From m. W. lead toUec b qn. vyavYFORE4174 ADUTIIO!sL. TAPES FORLW9 RATING nlcaloVng me maximum fashUnp moment opd rimer d d-wmy from me r. REINFORCED CI1V (RC6{U) reca vt arppal, FULL COURSE PROI 10) 91i, - Rd Ruled i IQ otlom flew oddad Tabor to be lacofe{ of ms hotkm of Inn old ea:,y. 1 2• CLR TfP 1 2) J5 REDAR Bwld OR4D or GR60 f;PA 5xPTn dgxkSAFE UPLIFT LOADS FOR 8° PRECASTw72" RECESS DOOR U-LINTELS li_4 -,, SAFE LOAD - POUNDS PER LINEAR FOOT j(pP LENGTH BRFB 1T8RFI0- 1 OW-2T 8RF70- 8RF1d-I 8111`14- 2T 8RF18-IT8RF22- 1TBRFi6-Ii8AF30-I1 BRFIe-1t e8F22-216RF26-2T ORFJO-21 4'-4°. ( 52") PRECASF 905 166E 2362 305E 3751 440 6140 9D5 IS% 2362 3050 3751 4445 5140 4'-fin ( 54°) PRECAST 867 1604 27,72 2939 3501 4275 4943 067 1604 2272 2939 3607 4275 4943 5'4' ( 68") PRECAST 875 12690 V97 23201 2054 3362 3911 875 128a 1797 2325 21154 3M 3911 5'-10" ( 70") PRECAST 855 1207y 1748 2269 111 2773 if 3286 , 2799 01 55 I= 1746 2289 2773 3 86 2799 801.) PRECAST 570 929 c 1530 198D,91124290,4 2679jig 3320 570 108D IUD 198D 2429 2879 3329 7'-6° ( 90°) PRECAST BOB 7426, 1364 1706o 2166 2W Iq 2968 BOB 8R8 1364 1765 2166 2567 2968 9'-B" ( 916e) PRECAST 395 468 p H84 1222 1540 1B69 2160 395 500 1.2 I RO5 2O16 2331 THE KUAIBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 4D FIELD ADDED REBAR, SEE GENERAL NOTE NO. 4 TYPE DESIGNATION q({p 9r .t 6; I3 }.1J-1f+ p.r C w' 'vrF - RUED WMI OROU7 / U « Ub ao r %WiOY OF (5 REMR AT DOROM OF IJW L C"TY U•.; 110U1WL WIDIHJ L,W1AH711Y OF P RDY" I E1CBf REW AT To? 15 REMR Ai TOP 1-1/ 2s aLFAR i.s ; e-;.i. y< •'' C.M.V. Yee' x •_ 15 REB4R AT BOTTOM i` • a • OF UR(EL Ohm BF32 vil) t att"t PRODUCT REVISED OO1lOM RE1100R09G 8F2B 1 7 5 ' AmsOLL P90NFd9 U( WI 1 rm complying wifhthe l7osiU: g• 6Oitila y0904 NAaEs} s W. EN sOpeBuilaiiigCOdu IWNrWEA do Ih D+eBlopjdg : O,x]x) Ptana Nn(, 2--D'}A 27.)C PROD11CYPRAVISW 1 evDaze 1 N laftN' ial This Pierian 7"'''7-.7.0'L2 m m N am/ IT T f f tmni OFI / a Jm rOe Ouildin8Cod, L•/`'' AcacpmnmNofDndrclC:anO'rl'" uZ. CRAIGPARRINO nd ueutra SEFFNE F183584rii4'13iildiiti:' ET Fe7:i.1C1:a Ii'stYlcT;i r Tara a Irn n 4t7'I'csu r r• la, *;i'', '' i 44uy arT3rdf:14 cv zr eI-' y trH7171!ri7 ¢ s GYiiYffi " F '. T I[\1o7,[ elsldl :Z•1:49P/LYl.7C JUL 1 1 2018 CITY OF SANFORD IJUIL®ING & FIRE PREVENTION e PERMIT APPLICATION Application No: Documented Construction Value: S ! `i 26 Job Address: Historic District: Yes No Parcel ED: Residential Q CommercialEl Type of Work: New 2 Addition Alteratioo Repair Demo Change of Use n MoveEl Description of Work: Matt Review Contact Person: =5e'4 Icy Title: Phone: Name Street: City, State Zip: Fax: Phone: Resident of property? : Contractor Information Name ! t t , fi t v ia44 Phone: -42- _- 2 Street: 4 4 Fax: t. f 6) - 2: City, State Zips ict¢sk. ' Mate ]License No.: _.FCy 2c Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fay: E- mail: Mortgage Lender: Address: 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 POSTEID ON THE, JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY ORNEY BEFORERECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, suns, wells, pc furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the cadc in effect as of that date: 5ei 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 w er management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requ irements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requil ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submit' al. 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 val le, 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 cf Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/A c I Narn , — _ Signature of Notary -State of Florida Date Signature of Notary -Scat- of Florida Date PAiSUSI all COUhq;SSION 1209A F• 4 EXPIRES: August -, 2018t ? aroed Thru Notary peblk nderwriiei Owner/Agent is Personally'Known to Me or Contractor/Agent is t../. Persona y no Produced ID Type of ID Produced ID Type.of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Eiectricai Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of H-,ads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: Pine 30, 2015 Permit Application 9507 State Road 52 123 Miller Road I 9701 Bachman Road Established 1973 Orlando, FL 32824 4 vranv.FiJKieliy.CO2Hudson, FL 34fi6? Valdco, FL 33594 1 2'r-863-5486 813-661-0707 407 855-2630 4 State Licenser CF CO203 Page: 1 OF R.J. KIELTY Proposal No: 717-13532PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford t 064 Greenwood Blvd. Suite 124 Model: Hawking - 1769 Lake Mary FL 32746 We. Propose hereby to fumish material and labor - complete in accordance vrith specifications below for the Sum of: $6,9 5.Ofl Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All 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 specifications below involving extra casts will be ted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents s bayond our control. Owner to, arry fire tornado, and other necessary insurance. Our workers are f covered by worker's compensation insurer t`) AUTHORIZED SIGNATURE: _...- THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA We hereby submit specifi one and estimates for: Faster Bath 1 Shower Sterling Accord 60x36 Base 72270100 White With Wails Arid Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 ;r8 While Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub 1 Toilet 1 Lav Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TO83 Chrome Valve Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moen Chateau 64925 Chrome Faucet Kitchen f Sink By Builder Faucet Morn Integer 67315 Chrome t Disposal ISE Badger V With Cord i Icemaker, Line With Recessed Box 1 Dishwasher Hook.Up 1 Washer Sox Yes 2 Hose Bibs Yes i plater Heater 5o Gallon Electric NOTE: Backfilling included nor Sewer & Water Only (Slab Baekfiiling By Others) Backfloa Preventers Included EXCLUSIONS 40 Pemrit Fees Included Water Piping In: CPVC 40' Sewer Allowanccs: Additional $12 per foot 49 Water Allowance; Additional $3 per foot Applies to, any direct contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined above. I agree to pay reasonable attorney'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 4 112 feet or requires backhoe or dewaterieg will be an extra charge. SIGNED: ,y 6 cAe DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson Last Edit By: Last Edit Date: 7127f2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 4,344.00 Job Address: 2638 Green Swallow Way Historic District: Yes No 21 Parcel ID: 17-20-31-502-0000-2350 Residential 0 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install new HVAC with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Residential Administrator Phone: 407-886-3729 Fax: 407-886-7580 Email: srodriguez@energyair.com Property Owner Information Name Starlight Homes Florida LLC Phone: 407-730-1311 Street: 1064 Greenwood Blvd Ste 124 Resident of property? : NO City, State Zip: Lake Marv. FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: 407-886-7580 City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application Fl / TICE: 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 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 or 0%%iicr/Agent Date Print Owner/Agent's Name signature ol'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID llv'a 8/14/18 Signautreof ntractor/Agent Date Robert Kulp Print Contractor/Agent's Name Signature of'Notary-State of l loric6Date 400 Notary PUDIic State of Florida Serai Rodriguez y e My Commission GG 147034 or n Expires 10/01/2021 Contractor/ Agent isersonally Known to Me or Produced ID Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER Job #: 34683 145976 Date: 1 /26/2018 G 1hrlivicinn I Dh.ev 1 Mw 1 1 /1 1 1 oil, BILL TO: Starlight Homes - AWH Lot / Sub: W ndham Preserve 235 V ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 2638 Green Swallow Way CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford JFL T32773 Model/Bldg: 1769 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R-410a Job Contact: S-Woolwine A/H-1 or Furnace FB4CNP030L00 A/H-2 or Furnace — Job Phone. 40773013 1 1 Heater or Coil CE2401 C05 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 Efficiency 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 EAI Pulls Permit: Builder calls inspection: Yes Yes Zoning Brand: Zone Kit #1 Honeywell/Johnstone Vent. Damper Y8150A1017 ZD1 Qty 1 EAI calls inspection: No Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZDG B Pass Damper #2 ZD7 PO Numbers Qty Yes No Qty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returns 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alum 1 X Elect. Air Cl. X Kit, Hood Duct: X Conc. Slab: X Kit. Down Draft Duct: X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X lDryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 2,137.00 04-Installation Labor 21.33 319.95 06-Piping Labor 6.38 108.38 Trim 2,137,00 14-Kitchen Vent Trim 02-Material/Tax 1,048.87 1,339.77 Permit 70.0001-Equipment/Tax 09-Permit/Other 80.00 011-Delivery Labor 1.17 14.77 20-Pull Material Labor 1 2.34 29.55 Total Contract: 4,344.00 1 2-Startup Labor 1 2.50 42.50 6 AHRI Certified Reference Number: 9162305 Date: 08.06-2018 Model Status : Active AHRI Type: HRCU-A-CB Series: 14 SEER HP Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CH14NB030'0"A' Indoor Unit Model Number (Evaporator and/or Air Handier) : FB4CNP030L The manufacturer of this CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 28600 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.50 Heating Capacity (H12) - Single or High Stage (47F) : 28600 HSPF (Region IV) : 8.20 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced'Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) ralincl DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not. in whole or in part, be reproduced: copied: disseminated: entered into a computer database: or otherwise utilized. in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING. HEATING. CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on `Verify Certificate" link V.,.;.e_rke Ilse, I"Niv,., and enter the AHRI Certified Reference Number and the date on which the certificate was issued. which Is listed above. and the Certificate No.. which is listed at bottom right. 2018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131780389737425433 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number 001398 Date 8/27/18 Application pin number 908180 Property Address 2638 GREEN SWALLOW WAY Parcel Number - 350 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 247140 Application desc NOC on file Owner Contractor STARLIGHT HOMES FLORIDA STARLIGHT HOMES FLORIDA LLC 1064 GREENWOOD BLVD STE 124 LAKE MARY FL 32746 407) 708-0161 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 15.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2331.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1073824 Permit pin number 1073824 Sub Contractor ENERGY AIR INC Permit Fee . . . . 70.00 Issue Date . . . . 8/27/18 Valuation . . 4344 Expiration Date . . 2/23/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 969.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. AUG 2 CITY OF SkNFORD. PERMIT APPLICATION BUILDING DIVISION 2 q Application No: Documented Construction Value. $ 51,000 Job Address: 2638 Green Swallow Way Historic District: Yes NoZ Parcel ID: 17-20-31-502-0000-2350 Residential JKI Commercial Type of Work: New Q 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: Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32773 Title: Director Email: brandon.gibbs@reedcm.comreedcm.com Property Owner Information Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-011,9 Street: 146 W. Plant Street, Ste 240 per; City, State Zip: Winter Garden, FL 34787 State License No.: EC13008106 Architect/Engineer Information Name: n/a Street: City, St, Zip: Bonding Company: n/a Address: Phone: Fax E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE .FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. p- '%. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`c Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there maybe 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 FCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT. I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or, Produced ID Type of ID 8/23/18 u r 4'0` Signature of Contractor/Agent Date 3 3 0 Brandon Gibbs a 3 3 Print Contractor/Agent's Name i= 8/23/18 t., p O . *gr, Signature of N to -St of Florida Date E sGI- Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTEWATER: BUILDING: I?)- 1z9a TRI-COUNTY TESTING LABORATORIES, INC. 31 South Main Street Report No: 85B Winter Garden, Florida 34787 407-656-9656 REPORT OF IN -PLACE DENSITY TESTS Project: Wyndham Preserve Lot 235 Contractor: Starlight Homes Location: Building Pad Material: Gray Sand Date Tested: 6-18-18 meets or exceeds specifications* Proctor: Specification: Optimum Moisture: Maximum Dry Density GENc!F No. 52583 STATE OF¢ FS310NAN-EC.•• June 22, 2018 ASTMD-1557 12.1% 106.2 Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture lbs.cu.ft. lbs.cu.ft. Density Percent Northeast 0-12 104.6 106.2 98.5 9.2 Northwest 0-12 104.4 106.2 98.1 9.7 Center 0-12 104.7 106.2 98.7 9.5 Southeast 0-12 104.3 106.2 98.2 9.4 Southwest 0-12 104.5 106.2 98.4 9.3 IS- l3981 SPECIFIC PURPOSE SURVEYe F®RMB®ARD) z° „ N v CL WYNDHAM PRESERVE o'y , r-( LOT 23S v vi CX W PB 81, PG 93) onw O N n J V N O co at Z LOT 231 LOT 232 LOT 233 m SS N89'43'03"E 62.00' 3 NORTH BOUNDARY OF LOT 2-T5 g O W LOT 235 AREA = 7,130 S.F. 12.6' 13.7 12.7 w 112.0' M M of of 11.6O^^ J 1STORY RESIDENCE 1co 2638 GREEN SWALLOW n WAY o LOT 236 ^ c n FORMBOARD FFE= 25.64 z r O Y 4.7 M 12.0' 20.0 U V1Z M ri OL o_ 13.3 112, 0' lW ---Tw LOT 234 rL lO UTILITY tEASEMENT (P) 62.00' S89"43'03-W W o o In coNc CURB--' GREEN SWALLOW WAY N o 50' RIGHT-OF-WAY 1, PCP JPCP _ (PRIVATE ROAD) _ 103 14' CENTER S 89'43'03" W 391.64' V LINE Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 7.5' Y"' LEGEND.ADUSSD-Access/Drainage/Utilities/SidewelkLB -Licensed usiness SFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plot FFE -Finish Floor Elevation D. .-Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. - Plat Book rY-fire Hydrant Pg.-Page RCEI-Reclaimed Water Meter Elev.- Elevation RCUC-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m-Telephone Box SW -Sidewalk O-Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet Guy Pole GTI-Grate Top Inlet Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -NoCorner Set (Falls in Water) m-Sanitary Sewer Manhole SF -Square Feet HHo -Electric Hondhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK CVba-Irrigation Control Valve P.K.-Parker Kolon Nail I, -Sign SIR -Set 1/2" Iron Rod LB7768 woo -Gate Water Valve SPKD-Set P.K. & Disk L87768 Q Gas Meter FIR -Found 1/2" Iron Rod LB7758 Existing Grade FIP-Found 1/2" Iron Pipe L87768 a -Blow -off Valve FPKO -Found P.k. Nail & Disk L87768 --Drainage Flow Direction FCM-Found 4"x4" Concrete1.0.0-Proposed Design Grade Monument PRM L87778 11 0.2I-.As-Built/Existing Grade Note: Some items in above Isoen may not be applicable) Description I Date I Dwn.ICk'd I P.C.IOrder No. 1 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior 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. 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 "x" 5. This Specific Purpose Survey is for the location and elevation of the formboords only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 235, according to the plat SURVEY) of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida This certifies that a survey of the hereon described property was made under my supervision and meets the Standards of Mai land, F ley Place, Suite 109 Maitland, FL 32751 Practice set forth by ttof116l1ith499rd of Professional i}or Phone: (321) 270-0440 +, Surveyors & Mappers i kJ 17 do Administrative Fax: (813) 248-2266A It code, pursuant 1d OI i. X Flbdjda Statutes. Licensed Business No. LB 7768 tier d . y 6A= c GeoPoinl' Surveying, Inc. Drawn: RCA Checked:JDL P.C.: Data File;BrssonEast-PlatmesD. Levine-. oe ORIDA PROFESSIONAi. SURyMR,d F1 etytl LS6915 Date:08/03/18 Dwg: 9riuonFaet-lan3s Order No.: NOT VALID WITHOUT THE'SIGNKTD'ii ` THE ORIGINAL SEC. 17 - TWN.20 S. - RNG. 31 E. Field Bk. RAISED SEAL OF A FLORIDA I AND MAPPER FINAL BOUNDARY SURVEY Icb- 1",G(6 t vfa' o z t c v c 'v o w a a LdSri M pNi7 m ., M J y C 000 C bz C v v-0 mC O0 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' LOT 231 LOT 236 N h O WYNDHAM PRESERVE LOT 23S PB 81, PG 93) LOT 232 LOT 233 SIR N89043'03 "E 62. 00' FIR NORTH BOUNDARY sOFLOT235 LOT 235 Ww AREA = v 7,130 S.F. 12. A/C PAD 1;2.0' sr) 12.7 2 A213.7 11 COVERED 1i a' PATIO t11.6 N 1 STORY OO o RESIDENCE V, 0' 2638 GREEN SWALLOW co p o WAY `ao LOT 234 FFE= 25.64 z o. O ha] U 4.7 12.0' 20.0 o N z M 13.3 15.8---------- 1;2.0' CONC 1- I WALK I CONCRETE DRIVEWAY I WM® O 10' UTILITY EASEMENT (P) 62. 00' S89043 03 F-IR w CONCRETE SIDEWALK o u) o in coNc CURB -`GREEN SWALLOW WAY N o 0 50' RIGHT—OF—WAY N PCP JPCP _ (PRIVATE ROAD) _ 103.14' 3— CENTER S 89'43'03" W 391.64' LINE rcr -roof cqui men' iLEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement PRM-Permanent Ref. Monument S-Survey Reported PCP -Permanent Control Point D -Description FP&L-Florido Power & Light P -Plat FFE -Finish Floor Elevation D.B. -Deed Book Water Meter O.R.-Official Records Book M-Water Valve P.B. -Plat Book f-Fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver D-Telephone Box SW -Sidewalk E-Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI -Grate Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet EHHo -Electric Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGD -MAG NAIL & DISK CVp4-Irrigation Control Valve P.K. -Parker Kolon Nail Sign SIR -Set 1/2" Iron Rod LB7768 WI>4-Gate Water Valve SPKD -Set P.K. & Disk LB7768 Gas Meter FIR -Found 1 /2" Iron Rod L87768 11 -Existing Grade FIP -Found 1 /2" Iron Pipe LB7768 a -Blow-off Valve FPKD-Found P.K. Nail & Disk LB7768 Drainage Flow Direction FCM -Found 4"x4" Concrete 10.0 -Proposed Design Grade Monument PRM LB7778 10.2 -As-Built/Existinq Grade Note: Some items in above legena may not be applicable REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" = 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone X" DESCRIPTION: LOT 235, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey: 12 18 18 555 Winderley Place This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0 Practice set forth by the Florida Board of Professional Fax: (813) 248-2 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business Ge code, pursuant to Section 7 7, Florida Statutes. 01 X/100 Suite 109 440 266 No. LB 7768 O Point Surveying, Inc. James D. Leviner LS6915 Drawn: RCA I Checked:JDL I P.C.: FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date:12/19/ 18 Dwg:BrasonEast-1a1235 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWIN. 20 S. - RNG. 31 E. Data File:BrissonEast- Plat Order No.: — Field Bk: — ENVIRONMENTS FOR Elm SITE ID: 427047 LOT: 235 BLOCK HOUSE: 2638 STREET: GREEN SWALLOW WY CITY: SANFORD 51!ATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT#: 909STAFL BUILDER: STARLIGHT HOMES SUBDNISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 10118/2017 PROGRAM: CODE1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 2538 GREEN SWALLOW WY, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Days Rewib DATE: 01/04/2019 I Tester I Dave Revelle I Data 1 01/04/2019 1 Result I PASS I TEST", G +x, 4 d%// _F Aa.r.w NEEDED CORRECrTION s•:-yVERIFlEDI BUILDER RATERS a )VERIFIED ss' e- tN/A g ¢ 5.1 Attic Access Panel (fully gasketed and insulated) X 5.2 Attic drop - down Stair (fully gasketed and insulated) x 5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall) X 5.5 Whole -house Fan (insulated gasketed to the opening x 7.3 Fresh air ventilation installed per program specs X Blower Door BD Talget BD Actual Room Pressure Test BUILDINGOa1ENTATION' z tr"PROGRAM PROGRAM:'":. CODE p F ;gyp,-. 1 VOLUME CU. "., VOLUME CU. SHELL SC. _SHELL-SQ.'- S(180°) N/A 16,451 0 0 14PROGRAN a CODES r PROGRAM J. a CODE I PROORAMw t CODE; ;r 1, CFM 50 - .f :. 1aCFM50 ACH 60y „, ACH 60,. 0 919 7 472 5.37 Mat Bdrrn 0 Bdrrn 2 0 Bd. 3 1 0 Bdrm 8 0 Rm 1 1 0 Rm 3 0 1 Other 1 0 Bdnn 4 0 Rm 2 0 CO Detectors Energy Star OualBled (lances? Efficient Lighting Package? x 60 or> Of Hardwired Lights Must Be CFL Or LED X Low Flow Faucets, Toilets etc? x Programmable Themrostat? x Caditd Green Program Level Requires Visual Inspection g^Menufac°turerN ms,' 7,MoQsltl„+ fin' MddelA2 r1 .:,), 1 Modell3 ¢ Mod'el'i4 '• SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CH14NBO30 UNIT SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVACAHU (HEAT INTERIOR CARRIER FB4CNP030 PUMP) SYSTEM FURNACE HVAC OUTDOOR SYSTEM UNIT SYSTEM 2 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 2 PUMP) SYSTEM FURNACE HVAC OUTDOOR SYSTEM UNIT SYSTEM 3 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 3 PUMP) SYSTEM FURNACE HVAC OUTDOOR SYSTEM4 UNIT SYSTEM 4 HVAC INDOOR COIL HVAC AHU (HEAT SYSTEM 4 PUMP) RI III nINr'; CPFr^. IFIr6TInNR BUILDINGCHARACTERISTICSr AS':DESIGN-VALUES . m_.,e,. AiBUILT-,VALUES ,>h a -- %COMMMENTi OF BEDROOMS ( REM) NA NA CEILING FLAT (REM) NA NA SEALED ATTIC (REM) NA NA VAULTED CEILING (REM) NA NA FOUNDATION WALLS (REM) NA NA EXPOSED FLOOR (REM) NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R-VALUE ( REM) NA NA DUCT RETURN R-VALUE ( REM) NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dew Rovell@ DATE: 01/042019 - BUILDING SPECIFICATIONS Ss, BUILDR70l C,d RACTERISTIC3, AB;pE81GN,"VALUES AS!BUILT, .VALUES t -=r , COMMMENTF , PROGRAMMABLE THERMOSTATS (PRIF) WATER HEATER TYPE (PRIF) s CONVENTIONAL WATER HEATER FUEL TYPE (PRIF) s ELECTRIC,_ WATER HEATER SIZE, EFFICIENCY 8 LOCATION PRIF) INFILTRATION (HOUSE LKG) ACH (REM) NA Htg: 5.37-Clg: 5.37 ACH @ 50 Pascals FRESH AIR VENTILATION TYPE (PRIF):_, AIR CYCLER VENTILATION FAN MANUFACTURER (REM) NA NA VENTILATION FAN MODEL # (REM) NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM (REM) NA NA VENTILATION # OF FANS (REM) NA NA VENTILATION TIMER SETTING EACH FAN (REM) NA NA VENTILATION TIME- HRS/DAY SPECIFIED (REM) NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR (PRIF) FRESH AIR VENTILATION FAN WATTS (REM) NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S (PRIF) INTERIOR % OF CFL'S (PRIF) INTERIOR % OF LED'S (PRIF) INTERIOR % OF PIN -BASED (PRIF) EXTERIOR FIXTURES % OF CFUS (PRIF) EXTERIOR FIXTURES % OF LED'S (PRIF) GARAGE FIXTURES % OF CFL'S (PRIF) GARAGE FIXTURES % OF LED'S (PRIF) DISHWASHER (PRIF) REFRIGERATOR (PRIF) FOUNDATION TYPE (PRIF) SLAB TYPE (PRIF) SLAB AREA (PRIF) SLAB DEPTH (PRIF) SLAB FULL PERIMETER (PRIF) SLAB GRADE (PRIF) FLOW RING (PRIF) HEATING (REM) NA NA COOLING (REM) NA NA AIR -SOURCE HP (REM) NA NA WATER HEATING (REM) NA NA NO WEATHER STRIP INSTALLED AT TIME OF TEST 1 01/04/2019 ( TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Revell@ DATE: Ot/D42019 TOTAL CONDITIONED FLOOR AREA D L1 789 CFA SO FT) DUCT LEAKAGE TO OUTSIDE %TARGET 0 00 / ""8 00 / ; a TOTAL DUCT LEAKAGE %TARGET 7 4'0 00 / SYSTEM 1 SO FT. SERVED (CFA) - 0 ; : 1,769 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE ' SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Y SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET + 0 ,) s 142 "="E (CFM25) ACTUAL ", Infinity/ f i 81% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE ` ' t 4' (' SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (%OF lAA0 'I"'(y, r212 i '".ih ;NaN/ry 0.00% CFM25) TARGET (CFM25) ACTUAL , b CFA) ACTUAL SYSTEM 2 SO FT. SERVED (CFA) .; 0 yr 0 „( SYSTEM 2 DUCT LEAKAGE TO OUTSIDE 0 s SYSTEM 2 DUCT LEAKAGE TO OUTSIDE $ 'SYSTEM 2 DUCT LEAKAGE TO OUTSIDE j; CFM25) TARGET p`( r (CFM25) ACTUAL (% OF CFA) ACTUAL 4i,M Xa r .x SYSTEM 2 TOTAL DUCT LEAKAGE -- SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 i (CFM25) ACTUAL CFA) ACTUAL _ SYSTEM 3 SO FT. SERVED (CFA).,!Ln.. D a e; 0 N, TEST: DUCT BLASTER RESULT: PASS TESTER: Dave Revell@ DATE: 01/042019 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE 0 t 0 /L SYSTEM 3 DUCT LEAKAGE TO OUTSIDE " SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL", y (% OF CFA) ACTUAL e SYSTEM 3 TOTAL DUCT LEAKAGE iSYSTEM 3 TOTAL DUCT LEAKAGE SYSTEM 3 TOTAL DUCT LEAKAGE(% OF CFM26) TARGET 0;., O ( CFM25) ACTUAL'' CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) 0 0' r. SYSTEM 4 DUCT LEAKAGE TO OUTSIDE''` 7 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25 TARGET m410i Ft 011'p CFM25 ACTUAL ,xE" %OF CFA ACTUALCFM25) arl r s (CFM25) < ( ) p SYSTEM 4 TOTAL DUCT LEAKAGE O 0 ,bSYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE(% OF,°. _ CFM25) TARGET .,„r `ar Af (CFM25) ACTUAL °'w',' , CFA) ACTUAL BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS-' x1 . 'AS DESIGN -VALUES '' dajASBUILT-.Vl_UES COMMMENT ' DUCT LEAKAGE TO OUTSIDE (REM) NA ? - 0.018 CFM25 / CFA k TOTAL DUCT LEAKAGE (REM) NA 0.12,CFM25/CFA FLOW RING (PRIF) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 2638 Green Swallow Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 2638 Green Swallow Wy (Lot 235) Jurisdiction: Cond. Floor Area: 1769 Cond. Volume: 16451 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): 1472 ELA: 81 EgLA: 191 ACH: 5.37 SLA: .05 ACH(50) ' : 5.37 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. ginnlo nr Mi dti Pnint Tagt l latn HOUSE PRESSURE FLOW: 1 50 Pa 1472 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. Lc' o W " 4 Signature: Printed Name: Dave Revelle Date: 01 /04/2019 Digitally signed by Dave Revelle Date: 2019.01.04 16:20:06 EST CN=Dave Revelle, O=TopBuild Home Services, OU, EMAI LADDRESS=dave.revelle @topbuild.com, C=US Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 10/25/2017 427047 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 2638 Green Swallow Wy Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction nt in I eakana Tast Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 32 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud Sum lines 1-4 32 System Leakage Divide by 1769 Total Conditioned Floor Area) 0.0181 (Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2 Digitally signed by Dave Revelle Date: 2019.01.04 16:20:03 EST CN=Dave Revelle, O=TopBuild Rater Of Record: Home services, OU, EIVIRItRBB R E33-love. ev !a Printed Name: Dave Rev$Iltabuad om, c=us RESNET #: 4311088 Date: 01 /04/2019 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 427047 This certificate is presented to Dave Re velle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. RTIN # 4311088 Stephen P. Carr, Registration # QA Designee This form was generated from EFL Project Manager, property of TopBuild Home Services MDST.A43: ,' {{ z Q1 CRQDITAf D 04/05/2019 Certification Expires