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2618 Flicker Cv 18-287; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100009 BUILDING APPLICATION #: 17-10000966 BUILDING PERMIT NUMBER: 17-10000966 DATE: December 29, 2017 00 t 5aLl3,-"T f 9 UNIT ADDRESS: FLICKER CV 2618 17-20-31-502-0000-1280 TRAFFIC ZOPJURISDICTION: TW: SEC: TWPRNG: SUF: PARCEL:/ SUBDIVISION: TRACT: hL1 PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2618 FLICKER COVE/ WYNDHAM PRESERVE LOT 128 SFR DETACHED FEE BENEFIT RATE UNIT CALL 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 Sinqle Family Housing 54.00 SCHOOLS 1. 000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/ A LAW ENFORCE N/A 00 DRAINAGE N/ A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** 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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT 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 PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. I-E_ ter-' b 14(y-) CITOF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l e _ 2-27 Documented Construction Value: $N3S7 Job Address: 2,U 1S historic District: Yes No Parcel ID: 17-20-31-502-0000- la$p Wyndham Preserve Lot Residential [2 Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangei Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangei@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 No 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: Muihem & 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 Address: Mortgage Lender: Address: 0 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 performer) to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in coXt th all applicable laws regulating constru tion and zoning. S gna Owner/A Date Signature of Contractor/Agent Date Sohn Reny Robert WOWS Print Owner/Agent's Name aQ) /-. r, Jr J Signature of Nota -State of Florida Date Shayne Manger NOTARY PUBLIC T-Vfers*Wey&2( olwn STATE OF FLORIDA Comm# GG113111 2021 Owner/Agent ito Me or Produced ID Type of ID Print Contractor/Agent's Name S" JwAnQ- — —s— n-- Signature of No ry-State of Florida 6 Date tPR Shayne Mangei NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 n 0 E }#ers 6/21/20I 1 Contractor/Agent is rerson21l/ Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E Electrical a Mechanical E[ Plumbing[' Gas[] Roof Construction Type: %bal Occupancy Use: ?.3 Flood Zone: K - S Q Total Sq Ft of Bldg: Min. Occupancy Load: V7 _ # of Stories: _2 New Construction: Electric - # of Amps ISO Fire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING: ($ UTILITIES: Plumbing - # of Fixtures l q Fire Alarm Permit: Yes No. WASTE WATER: ENGINEERING: OA-(C- k''6-"Z0t6 FIRE: BUILDING: -.-r Z - A- 6 COMMENTS:_ Ok to construct single family home _ i t RNN 1T with setbacks and impervious area shown on plan. IAO lmf. 1 2 P vo(9et - S. CAL Zola-( Revised: June 30, 2015 Permit Application CI OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l e r 2-27 Documented Construction Value: $ 1( 9 , -1 1 Job Address: -D" Ls Historic District: Yes No El Parcel ID: 17-20-31-502-0000- l9ft Wyndham Preserve Lot Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 :Fag: 407-647-0700 Email: Shayne.mange)@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 No Street: 1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhern & Kulp Phone. 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: Address: NA WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5tb Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com liance 'th all applicable laws regulating constru tion and zoning. SOwner/A t Date Signature of Contractor/Agent Date gnaeJohn Reny Robert Willete Print Owner/Agent's Name cc Jr3" Signature of No -State of Florida Date Shayne Manger oSPR NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 syy er e 12112021 Owner/ Agent is s tlynown to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of No -State of Florida Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 cE 151 Ex '1'es 6/2 /2 1 Contractor/ Agent is I ersonal y 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: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 2618 Flicker Cove Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1280 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) N m"aiF a, g a - o a s7nrc+ ii d;. aiii ire ti OFFICIAL USE ONLYP_ ' Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 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# 18-287 Reviewed by: Michael Cash, CFM Date: January 8, 2017 o o Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Y Y c'OR;q Landscaping in Right -of -Way wwwsanfordf.gov Department of Planning & Development services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of adriveway, swalkwayorlandscapeimprovementswithinthecityright-of-way, It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the xnowwkarsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youdlg. 1. Project Location/Address: `o Lo { l i L> v C, San - ,• 'jZ'] " 2. Proposed Activity: U Driveway X Walkway El Other: 3. Schedule of Work: Start Date Completion Date EJ Emergency Repairs 4. Brief Description of Work: 6T- 1nQ L,..i 5X--rL_ This application is submitted by. Property Owner. Signature: Print Name: Address: {, ZLA 1 -e. { {_ a lia Fi_ 3 `-1t4 (e Phone: LUO-7 - 76 8- Cal tc I Fax: 40`T— (0 41-U-lb 6 Email: M_ Y nA Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, Utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its counclipersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way_ I have read and understand the above statement and by signing this application I agree to its terms. Signature vv a— pate: 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. LPre-pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Date: November 2016 ROW Use Wieway.pdf Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 Q, -1 `1 I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 9' The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instr e}t ways ocyledged before me this k day of 200 * b K6 ei i es ' Y who is ersonally known to me or o who has produced identification and who did (did not) take an oath. IM Shayne Mangel Q @L%, Y PUBLIC ESTATE OF FLORIDA Comm# GG113111 EA 0Expires 6/21 /2021 Rev. 08.12) Print or tyk name Notary Public - State of Commission No. My Commission Expires: as REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Wyndham Preserve -Lot 1AIProject Address: ak# I I T—I i c.k e.- Cd r Sanford FL 3277$ 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. 1 I 4. ZZ f Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) d& cder-brook Print Name of El. Contractor ignature of El. Co tractor MW9f P El. Contractor License # o Florida Power and Light on ___._/ / THIS INSTRUMENT PREPARED BY: M4 LC>LCOName: Starlight Homes Florida, LLC Address: 1064 Greenwood Bivd Suite 124 Lake Marv- FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: l l filii fff II III 11!! l lll ill# Illl GRANT MfILOY, SEMINOLE Ci IaT'r' CLERK OF CIRCUIT Ci]L1R1' & C:ONPTROLLE:RBK91j48P9151:2 (iPgs) CLERK'S T 2017131:1999RECORDED1'?/28/ 2C11 7 12 - 13.,SiiRECORDINGFEES1C1,i:1ii RECORDED BY tsm i t.h Parcel IDNumber 17-20-31-502-0000-1a, /W The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve PB 81 Pas 93-102 Lot 12%$ Address: t liter *Are 4^;k"1-13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name:_ Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA AA - 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 servedasprovidedbySection713.13(1)(b), Florida Statutes. Name: NA A - - Inin addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. NA To receive a copy of the Lienol's Notice as Provided In Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless adifferentdateIsspecified) n,i VL7 ,y Uwnrt r ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDING ''OUR NOTICE OF COMMENCEMENT. Under ena 'e of , 1 declare that I have read the foregoing and that the facts stated in it are truetothebestonowlegeandbelief. gnaturo Owner's Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.- z q j State of r'(, p Ox County of t I . ` The foregoing instrument was acknowledged before me this day of Dec- Zp by — , y.,' 1 tip ^ '. Who Is personally known to me EfNameofpersonmakingstatement 7ORwhohasproducedidentification type of identification produced: Shayne Mangel Q 1 o NOTARY PUBLIC or —STATE OF FLORIDA Comm# GG113111 9-:2A ONCE 10 Expires 6/21/2021 Notary Signature REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # is _ ?%-"7 BUILDING PERMIT Min Max Inspection Descri tion 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence Address: 2-r—t$ LAELECTRICAI. PERMIT t 1 Min Max Inspection Descri tion 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING Min PE ` Max 1s a ss s Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Descrij2tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 128 - 1826 SL Builder Name: Starlight Homes 2618 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number:# 1 8 - 2 8 nBStreet: 7Owner: yyti2 Design Location: FL, Sanfor Jurisdiction: - County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1139.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1139.00 ft2 6. Conditioned floor area above grade (ft2) 1826 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. NIA R= ft2 11. Ducts R ft2 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1139.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft2 b. Conservation features b. Floor over Garage R=19.0 400.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 54.30 PASSTotalBaselineLoads: 57.19 I hereby certify that the plans and specifications covered by Review of the plans and Q ViE Srgl this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance y F, with the Florida Energy Code. PREPARED BY: fi ) Before construction is completed DATE: LJ/ 1?117 this building will be inspected for compliance with Section 553.908 0 L c I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ de. D WE C OWNER/AGENT: BUILDING OFFICIAL' DATE: DATE: 2' I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 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 Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 01 FORM R405-2014 PROJECT Title: Lot 128 - 1826 SL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1826 Lot # 128 Owner: Total Stories: 2 Block/SubDivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 2618 Flicker Cv Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 97.3 ft 0 739 ft2 0 0 1 2 Floor over Garage Floor 2 --- ---- 400 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 ft2 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ftZ N N 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1139 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it Omt Tn Wall Type Space 1 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft2 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft2 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft2 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft2 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft2 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft2 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft2 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft2 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft2 WINDOWS Orientation shown is the entered, Pro osed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 3 None Low-E Double Yes 0.34 0.26 8.0 ft2 1 ft 0 in 1 ft 0 in None None 2 S 3 None Low-E Double Yes 0.34 0.26 30.0 ft2 1 ft 0 in 4 ft 0 in None None 3 W 5 None Low-E Double Yes 0.34 0.26 15.0 ft2 1 ft 0 in 1 ft 0 in None None 4 N 7 None Low-E Double Yes 0.34 0.26 30.0 ft2 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low-E Double Yes 0.34 0.26 30.0 ft2 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low-E Double Yes 0.58 0.25 41.0 ft2 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 365.2 ft Floor 2 91.3 ft2 Prop. Leak Free Floor 2 drn 54.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Marf Apr f Ma X Jun [Xj Jul4 AugSe Oct Nov Dec HeatinH Jan H Feb X Mar Apr May Jun [ ]Jul AuSep rij Oct Nov Dec Ventin Jan Feb X Mar X Apr [ May [ Jun [) Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/ 17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 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. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 1826 b. N/A Area c• NIA 113.00 ft2 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 41.00 ft2 12. Cooling systems ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 1.000 ft. 0.257 Area 14. Hot water systems 739.00 ft2 a. Electric 400.00 ft2 b. Conservation features ft2 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:,, _ `}QQ Date: Address of New Home:,g-= ('C),):e City/FL Zip: Insulation Area R=13.0 1111.50 ft2 R=4.1 915.77 ft2 R=13.0 379.02 ft2 R= ft2 Insulation Area R=30.0 1139.00 ft2 R= ft2 R= ftZ R ft2 6 365.2 kBtu/hr Efficiency 30.0 SEER:14.00 kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat NORIN & 0% - , W-5 d 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 128 -1826 SL Builder Name: Starlight Homes Street: 2618 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated, and sealed to the drywall 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 piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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 Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 128 - 1826 SL Builder Name: Starlight Homes Street: 2618 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu ft. Envelope Leakage Test Results Regression Data: If« n: Is Single or Multi Point Test Data HOUSE PRESSURE ( FLOW: Leakage Characteristics CFM(50): ELA: Eq LA: ACH: S LA: ACH(50) For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 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: u 00 WE'D 10117/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDAENERGY i i 7CY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 128 - 1826 SL Builder Name: Starlight Homes Street: 2618 Flicker Cv Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) Qn,Out) certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: p. 09 EIE STg3 CDD 4VEv5 10/17/2017 4:23 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summarywrightsofta Entire House Energy Air, Inc Job: Starlight -Wyndham Date: 6/16/2017 Plan: 1826 S Voyager Phone: , jf- Pro ect Information For: Lot 128 -1826 SL, Starlight Homes 2618 Flicker Cv, Sanford, FL 32773 Notes: s .vr s Desi n Information; MOM x . Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 26 °F Design TD 18 F Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16187 Btuh Structure 14578 Btuh Ducts 2141 Btuh Ducts 3174 Btuh Central vent (30 cFm) 847 Btuh Central vent (30 cFm) 578 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18329 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 579 Btuh Central vent (30 ctm) 887 Btuh Heatingg Coolingg Outside air Area (ftz) 1877 1877 Equipment latent load 4540 Btuh Volume (fe) 16161 16161 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 22869 Btuh Equiv. AVF (ctm) 135 70 Req. total capacity at 0.70 SHR 2.2 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 20020 Btuh Heating output 28600 Btuh @47°F Latentcooling 8580 Btuh Temperature rise 29 °F Total cooling 28600 Btuh Actual airflow 899 cfrri Actual airflow 899 cfin Airflowfactor 0.049 cfmBtuh Airflowfactor 0.051 ctmBtuh Staticpressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 °F Backup: Input = 5 kW, Output =16034 Btuh, 100 AFUE Boldrrtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft• g Right Suite®Universal 201717.0.28 RSU17013 2017-oa-1716:22:59 Page 1 ACCK .-Specific\WyndharnPreservelot128-1826SL.rup Calc=MJ8 Front Door faces: S Manual S Compliance Retort Job: starlight -Wyndham wrightsoft', p Date: 6/16/2017 Entire House By: EnergyAir, Inc Plan: 1826 S Voyager 5401 EnergyNr, CL Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyair.00m Web: wAw.energyair.com 0 0 Design Conditions Outdoor design DB: 92.6'F Sensible gain: 18329 Btuh Entering coil DB: 76.6'F Outdoor design WB: 75.9'F Latentgain: 4540 Btuh Entering coil WB: 63.5'F Indoor design DB: 75.0'F Total gain: 22869 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: 20927 Btuh 114% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 114% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19175 Btuh Entering coil DB: 68.9'F 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 149% of load Capacity balance: 35 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model Actual airflow: 899 cfm Output capacity: 4.7 kW 84% of load Temp. rise: 50 'F Meets all requirements ofACCA Manual S. 2017-Oct-17 16:22:59 wrightsoft' Right Suite® Universal 2017 17.0.28 RSU17013 Page 1 AC(:A ...SpecifidWyndham Preserve\Lot 128 -1826 SL.rup Galc= MJ8 Front Door faces: S wrightsoft° Duct System Summary Entire House EnergyAir, Inc 5401 Energy Ar, Ct, Orlando, FL 32810 Phone:407-886-3729 Email: GRenner@energyaircom Mb: vA w.energyair.00m For: Lot 128 -1826 SL, Starlight Homes 2618 Flicker Cv, Sanford, FL 32773 Job: Starlight -Wyndham Date: 6/16/2017 Plan: 1826 S Voyager Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowestfriction rate 0.143 in/100ft 0.143 in/100ft Actual airflow 899 cfm 899 cfm Total effective length (TEL) 196 ft 4-7 F SupplyBranchDetaiable, l T Name Design Btuh) Htg dm) Clg Cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun C 696 2 35 0.263 4.0 Ox 0 VIFx 6.4 100.0 Loft c 1928 94 98 0.268 6.0 Ox 0 VIFx 4.5 100.0 bat C 122 4 6 0.255 4.0 Ox 0 VIFx 9.6 100.0 br2 C 1626 36 82 0.249 5.0 Ox 0 VIFx 12.6 100.0 br3 C 1633 70 83 0.242 6.0 Ox 0 VIFx 15.5 100.0 toyer h 2784 137 74 0.171 7.0 Ox 0 VIFx 18.3 145.0 st5 kit -tam h 3821 187 176 0.147 8.0 Ox 0 VIFx 40.7 150.0 st4 kit -faro -A h 3821 187 176 0.143 8.0 Ox 0' VIFx 45.7 150.0 st4 m ba h 795 39 36 0.189 4.0 Ox 0 VIFx 28.3 120.0 st1 m br C 1694 79 86 0.198 6.0 Ox 0 VIFx 21.4 120.0 st1 pdr h 703 34 15 0.150 4.0 Ox 0 VIFx 31.9 155.0 st5 VAC c 403 18 20 0.195 4.0 Ox0 VIFx 23.6 120.0 st1 vAc3 h 239 12 11 0.236 4.0 Ox0 VIFx 18.6 100.0 cuyr . VwpplyTrun Detail Ta lei ° Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 PeakAVF 136 142 0.189 531 7.0 0 x 0 VinlFlx st4 PeakAVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 375 353 0.143 477 12.0 0 x 0 VinlFlx st3 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st5 PeakAVF 171 89 0.150 490 8.0 0 x 0 VinlFlx st3 Boldrdalic values have been manuallyoverridden 2017-Oct-17 16:22:59 wrightsoft° Right -Suite@ Universal2017 17.0.28 RSU17013 Page 1 ACCP....SpedfidWyndhamPreservetLot128-1826SL.rup Calc=MJ8 Front Door faces: S Return BranchDetailTable , Name Grille Size (in) Htg Cfm) Clg Cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 899 899 0 1 0 0 0 Ox 0 1 VIFx 2017-Oct-17 16:22:59 wrightsoft° Right -Suite® Universal 2017 17.0.28 RSU1 7013 Page CCC% ...Specific\Wyndham Preserve\Lot 128 -1826 SL.rup Calc= MJ8 Front Doorfaces: S Job #: Starlight -Wyndham Performed for: Lot 128 -1826 SL 2618 Flicker Cv Sanford, FL 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom 4' VTW Scale: 1 /8" = 1'0" Page 1 Right -Suite® Universal 2017 17.0.28 RSU 17013 2017-Oct 1716:23:06 m Preserve\Lot 128 - 1826 SLrup r T VTR m ba Q 8x4 39 cfm wlc 8x4 20 cfrn Sup Riser au12" JS2 level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP 10x6 86 cfm a" 6 18x8 10x6 cf mfm 4 14x6 12 br2 " bat 8x4 4" 4 3 VTR 8x4 F6cfm 12 cfm _ 10x6 83 cfm br3 Job #: Starlight -Wyndham Performed for: Lot 128 -1826 SL 2618 FlickerCv Sanford, FL 32773 14x6 m br EnergyAir, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyaircom Scale: 1 /8" = 1'0" Page 2 RightSuiteO Unioersal 2017 17.0.28 RSU 17013 2017-Oct 1716:23:06 m Preservelot 128 -1826 SL.rup RECORD COPY I-Jaf/ DIMENSION NOTE: . i.NDHAM PRESERVE - LOT 128 Proposed building dimensions PLOT PLAN shown hereon are of the exterior. O N a) N WYNDHAM PRESERVE 3 o II LOT 128 ° a Building Setbacks (PB 81, PG 93) + ' o. c •• Setbacks: Per construction plans for O oD aWYNDHAMPRESERVE", City of Sanford, -v N 3 Seminole County, Florida. CD Front = 25' LAKE MARY BOULEVARD U Rear = 20' CAVARIABLEWIDTHR/W PER EAST LAKE MARY o 0 0Side = 5' BOULEVARD R/W MAP COUNTY PROJECT PS-0137 2!1Z U-13 N89'42'17"E 40. 0' c o v 0 .0 m 10' UTILITY, BUFFER, 91 WALL & LANDSCAPE ' C 6 O EASEMENT (P) n 1 _ N m LOT 128 0) AREA = J ; 4,453 S.F. ± 0 10.0 W o A/C a N v o PATIO o PAD 0 6.0'; 15.3 ;6.0' +^ 2.7 28.0 N Q PROPOSED • 2 STORY RESIDENCE DAT> LOT 129 m ; 1826 VOYAGER J ; ELEVATION - S Ok to construct single family home N ; ro GARAGE - LEFT o ; envious area FFE= 30.0 I with setbacks and imp Q03NOT127shownonplan. a.y'la "MC' G-1, s.o", 28.0 js.o' I P 10' UTILITY CO EASEMENT (P) 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 C' any deviation from information shown hereon. AFailure to do so will be at user's sole risk. LINE DATA TABLE NO. BEARING LENGTH L1 N 75'54'33" W 24.64' PROP OSD L 7 0 CONC c jCK OF PAVEMeAIT PCP C3 L 31 scovePCPN7S•54, CURVE DATA TABLE NO. RADIUS DELTA ARC CHORD BEARING C1 125.13' 007'311'20" 16.43' 16.42' N 79'40'13" W C2 125.00' 014'22'17" 31.35' 31.27' S 83'05'41" E C3 100.13' 038'48'06" 67.81' 66.52' S 84'41'24" W rr-r—ruui rqui rnen` LEGEND:ADUSSD—Access/Drainage/Utilities/SidewalkLB —Licensed usiness BFP—Backflow Preventer ! Si 9ht Distance Easement S —Survey PRM —Permanent Ref. Monument R —Reported PCP —Permanent Control Point D —Description FP&L —Florida Power & Light P —Plat FFE —Finish Floor Elevation D.B.—Deed Book R—Water Meter O.R.—Official Records Book M—Water Valve P.B.—Plat Book Zf—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RCIXI—Reclaimed Water Valve Conc.—Concrete Cable Box BP —Brick Paver M —Telephone Box SW —Sidewalk EI—Electric Box FFE—Finished Floor Elevation 0—Utility Pole CI —Curb Inlet O—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 I Storm Sewer Manhole NCS—No Corner Set (Falls in Water) D—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 Kalon Nail b—Sign SIR —Set 1/2" Iron Rod LB7768 WI>4—Gate Water Valve SPKD—Set P.K. & Disk LB71768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 M11—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 Desian Grade Monument PRM LB7778 10.2 —As—Built/Exist Note: Some items inj above legend may not be a REVISIONS Description I Date I Dwn. Ck'd I P.C. 1 Order No. PROP _`- ONC SEO 51 50' 331 W PR/VATT,OF_WAY PCP ASPH140- PAS ' NT CENTE LINE SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for "WYNDHAM PRESERVE" City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) PCP LOT AREA CALCULATIONS LOT = 4,453 SQ.FT. LIVING AREA= 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY = 468 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= LIo.'-} % SOD = 2,652 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1028 SQ.FT. APRON = 117 SQ.FT. SIDEWALK = 205 SQ.FT. SOD = 130 SQ.FT. TOTAL AREA AREA = 5,481 SQ.FT. DRIVEWAY = 585 SQ.FT. SIDEWALK = 251 SQ.FT. SOD = 2,782 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zone 'Y' DESCRIPTION: LOT 128, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. es D. Leviner LS6915ORIDAPROFESSIONALSURVEYOR &MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: MTP I Checked: JDL I P.C.: IData File:ftsonEast-Plat Date: 9/20/17 Dwg: BrissonEast-Lot128 I Order No.: — SEC. 17 - TWN. 20 S. - RING. 31 E. I Field Sk: RECORD COPY PARALIVIEA2 ELECTRIC Starlight Homes 1826 Voyager LOAD CALCULATION June 9, 2017 I. A VAC LOADS 1NEC 2011 - 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 2011 - 220.82(B)(1) - (4)) LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft 5.48 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(1) 0.80 KVA 0.8 DISPOSAL(2) gUll_O/ 7.2 RANGE/OVEN (1) UG1 1 12 RANGE/OVEN (2) S,4 / FQRO 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR 1 2.5 MICROWAVE CIRCUIT AgR7TAE 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT # 8 - 2 8 7 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA 1ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.39 KVA SUB -TOTAL (GENERAL LOADS) (NEC 2011 - 220.82(B)l 20.39 KVA HVAC LOADS 1039 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD (NEC 2011 - 220.82(A)l 30.78 KVA MINIMUM SERVICE SIZE 128.24 AMPS RECOMMENDED SERVICE SIZE 150 AMPS _ Typical 150 Amp Electrical Diagram 150 Amp Main 120V/240V RECORD COPY Typical 150 Amp' Interior Panel a 2/0 SER Aluminum Service Cable - 2 8 7Or2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire q- 4 Bare Copper Per NEC 250.66 B Ground Clamp Concrete Encased Electrode a Lumber design va0fes a-9 in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek ® ,RECORD COPY RE: WPO128 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WPO128 Model: 1826 S Tampa, FL33610-4115 Lot/Block: 128 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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-1.0 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. Seal# Truss Name Date 1 T12791468 1 Al G 12/20/17 118 1 T12791485 1 V3 _ 12/20/17 12 1 T12791469 1 A2 J 12/20/17 119 1 T12791486 1 V5 J 12/20/17 13 1 T12791470 1 A3 1 12/20/17 1 J 1 1 1 1 1 1 1 1 1 1 1 14 1 T12791471 1 A4 1 12/20/17 15 1 T12791472 1 A5 1 12/20/17 16 1 T12791473 1 A6 1 12/20/17 17 1 T12791474 1 A7G 1 12/20/17 18 1 T12791475 1 B1 GE 12/20/17 19 1 T12791476 1 B2 1 12/20/17 10 1 T12791477 1 CJ1 1 12/20/ 17 l l I T12791478 1 CJ3 1 12/ 20/17 112 1 T12791479 1 CJ5 1 12/20/17 113 I T12791480 J EJ7 1 12/20/17 114 1 T12791481 1 EJ7G 1 12/20/17 15 1 T12791482 1 HJ7 1 12/20/17 116 1 T12791483 1 M1 GE J 12/20/17 117 1 T12791484 1 M2 1 12/20/17 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. OSANFORD 18-287 0 S i q'r,11,, 39380 S ATE OF 44/ i s • O R, Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 20,2017 Albani, Thomas 1 of 1 JoTruss Truss Type tty Ply T72791468 W P0128 Al G Hip Girder 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:03 2017 Page 1 I D:5c7Af685P EI PxJ638d3N KNz4S6e-2?VW Ph4N 7uO3A4J rRQrljCkFrxy6W y2AgGjzz9y72tw i 3-9-14 7-0-0 11-8-9 16-3-7 21-0-0 24-2-2 1 2%0-0 29-0-01 1-0-0 3-9-14 3-2-2 4-8-9 4-6-13 4-8-9-9 -14 5x8 = 2x4 II 3x8 = 5.00 12 4 24 25 5 26 27 28 6 29 30 4x6 = Scale = 1:50.1 11 1b 31 32 1b 33 14 34 13 35 36 12 11 3x8 = 2x4 3x4 = 3x8 = 4x10 MT20HS = 2x4 11 3x8 = 2x4 II 3x8 = i 3-9-14 7-0-0 11-8-9 16-3-7 21-0-0 24-2-2 1 28-0-0 3-R-1d 3-9-9 4-R-9 4fi-13 4$-9 3-2-2 3-9-14 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 Rep Stress Incr NO WB 0.69 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 Except* 4-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1906/0-3-8, 9=1906/0-3-8 Max Horz 2=-78(LC 13) Max Uplift2=-899(LC 8), 9=-899(LC 9) DEFL. in (loc) I/dell Ud Vert(LL) 0.3813-15 >877 240 Vert(TL)-0.6813-15 >497 180 Horz(TL) 0.18 9 n/a n/a cb 0 — 0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 141 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-3-14 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3911/1813, 3-4=-3938/1853, 4-24=-4677/2245, 24-25=-4677/2245, 5-25=-4677/2245, 5-26=-4677/2245, 26-27=-4677/2245, 27-28=-4677/2245, 6-28=-4677/2245, 6-29=-3677/1762, 29-30=-3677/1762, 7-30=-3677/1762, 7-8= 3937/1852, 8-9= 3909/1816 BOT CHORD 2-17=-1664/3547, 16-17=-1664/3547, 16-31=-1649/3645, 31-32=-1649/3645, 15-32=-1649/3645, 15-33=-2128/4677, 14-33= 2128/4677, 14-34=-2128/4677, 13-34=-2128/4677, 13-35=-2128/4677, 35-36=-2128/4677, 12-36=-2128/4677, 11-12=-1588/3545, 9-11=-1588/3545 WEBS 3-16=-204/280, 4-16=-99/501, 4-15=-602/1264, 5-15=-472/411, 6-13=0/332, 6-12= 1236/593, 7-12= 379/1094, 8-12=-205/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water ponding. 4) Ail plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 899 lb uplift at joint 2 and 899 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213 lb up at 7-0-0, 87 lb down and 122 lb up at 9-0-12, 87 lb down and 122 lb up at 11-0-12, 87 lb down and 121 lb up at 13-0-12, 87 lb down and 121 lb up at 14-11-4, 87 lb down and 122 lb up at 16-11-4, and 87 lb down and 122 lb up at 18-11-4, and 173 lb down and 213 lb up at 21-0-0 on top chord, and 307lb down and 137 Ib up at 7-0-0, 65 Ib down at 9-0-12, 65 Ib down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 14-11-4, 65 lb down at 16-11-4, and 65 lb down at 18-11-4, and 307 lb down and 137 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on paqe 2 WARNING- Verily 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 Milek@) connectors. This design is based only upon parameters shown, and is for an individual Wilding component, not lBel' 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 truckling of individual truss web and/or chord members only. Additional ierripwary and permanent bracing M iTek' 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 misses and inns systems, se.eANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tama, FL 33610SafetyInformationavallabtefromTfr1SSPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. o fuss Fruss Type oty ply t T12791468 WP0128 A Hip Girder 1 1 Job Reference (optional) Builders FustSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MI Iek Industries, Inc. Wed Dec 20 14:44:03 2017 Page 2 I D:5c7Af685PE1 PxJ638d3N KNz4S6e-2?V W Ph4N 7uO3A4J rRQrljCkFrxy6W y2AgGjZz9y72tw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 18-21=-20 Concentrated Loads (lb) Vert: 4=-126(F) 7=-126(F)16=-307(F)12=-307(F)24— 87(F) 25=-87(F) 26=-87(F) 28=-87(F) 29=-87(F) 30=-87(F) 31=-41(F) 32=-41(F) 33=-41(F) 34=-41(F) 35=-41(F) 36=-41(F) 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 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 applicabl ity of design parameters and property incorporate this design into the overall , AAbuildingdesign. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i V l iTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, se.e.ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from TNSS Ptate Insliklte, 218 N. Lee Street Suite 312, Alexandria. VA 22314. Tampa, FL 33610 o rus Truss Type City, Ply T12797469 W POt 26 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant Cry, Florida 33566 7.640 s Aug 16 2017 MiTek Industries. Inc. Wed Dec 20 14:44:04 2017 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-WB3ud15?uCWwnEu1_7MXFQHX2KKwFWEJ3vT7Vby72ty I-1-0-Oi 4-9-14 9-0-0 14-0-0 19-0-0 23-2-2 28-0-0 ,29-0-0 1-0-0 4-9-14 4-2-2 5-0-0 5-0-0 4-2-2 4-9-14 1-0-0 1 0 3x6 = 4x6 = 46 = 3x4 = 4 5 6 12 lu 3x8 = 3x4 = 3x8 = Scale = 1:50.1 3x6 = Plate Offsets (X,Y)-- 2:0-3-0 Edge](8.0-3-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.19 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.55 10-12 >609 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 131 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1090/0-3-8, 8=1090/0-3-8 Max Horz2=98(LC 14) Max Uplift2=-455(LC 10), 8=-455(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2081/874, 3-4=-1812/707, 4-5=-1647/686, 5-6=-1647/686, 6-7=-1812/707, 7-8=-2081 /876 BOT CHORD 2-12=-817/1877, 11-12=-697/1837, 10-11=-697/1837, 8-10=-721/1877 WEBS 3-12=-275/291, 4-12=-114/442, 5-12=-338/250, 5-10=-338/250, 6-10=-114/442, 7-10=-275/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) automatic zone and C-C Interior(1) 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 455 lb uplift at joint 2 and 455 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING- Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only Win Milek® connectors. Ibis design I5 based only upon parameters shown, and is for an individual building component, not Betatrusssystem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Abuildingdesign. Bracing 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 BCSI Building Component 6904 Parke East Blvd.i, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 '.. o russ russ ype ty y c r T12791470 W P0128 A3 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant city, Florida 33566 1,1140 s Aug i ti zui t nv i ex industries, inc. wed Dec zu 14:44:05 zut 7 rage t ID:5c7Af685PEIPXJ638d3NKNZ4S6e-_NdGgN5dfVfnPNTEYrtmodgfNkla_yhSHZCg2ly72tu 1-0-0 5-9-14 11-0-0 17-0-0 22-2-2 28-0-0 ,29-0-0, 1-0-0 5-9-14 5-2-2 6-0-0 5-2-2 5-9-14 10-o 1 0 5x8 = Id 12 2x4 I I 3x4 = 3x4 = 3x4 = 5-9-14 20 4x6 = 3x8 = 22-2-2 Plate Offsets (X,Y)-- 2:0-1-10 0-0-0), [4:0-5-12 0-2-8), [7:0-1-10 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.12 12-13 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) 0.26 10-12 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 2x4 II Scale = 1:50.1 3x4 = PLATES GRIP MT20 244/190 Weight: 136 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. REACTIONS. (lb/size) 2=1090/0-3-8, 7=1090/0-3-8 Max Horz 2=-118(LC 15) Max Uplift2=-452(LC 10), 7=-452(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2074R85, 3-4=-1630/615, 4-20— 1464/615, 5-20=-1464/615, 5-6=-1631/616, 6-7=-2074n88 BOT CHORD 2-13=-743/1863, 12-13=-743/1863, 11-12=-466/1463, 10-11=-466/1463, 9-10=-628/1863, 7-9=-628/1863 WEBS 3-12=-459/308, 4-12— 76/364, 5-10=-66/365, 6-10=-459/311 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=5.opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=o.18; MW FRS (envelope) automatic zone and C-C Interior(1) 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 452 lb uplift at joint 2 and 452 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 amatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall individual truss chord members only. Additional temporary and permanent bracing MITek" building design. Bracing indicated is to prevent buckling of web and/of 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 trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street Suite 312. Alexandria, VA 22314. JoTruss I russ I ype Oily ply T12791471 W P0126 A4 Hip 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 201 t MI I eK Industries, Inc. Wed Dee 20 14A4:05 20i 7 rage 1 I D:5c7Af685P EI PxJ638d3NKNz4S6e-_NdGgN5dfVfnPNT EYrtmodggTkl9_l9SHZCg21 y72tu 1-0-0i 6-9-14 13-0-0 15-0-0 21-2-2 28-0-0 29-0-0 11-0-0 6-9-14 6-2-2 2-0-0 6-2-2 6-9-14 1-0-0 y 1 0 3x4 2x4 11 4x6 = 4x6 = 4 20 5 3x4 = 3x4 = 3x4 = 2x4 11 Scale = 1:50.1 3x4 Q 6-9-14 13-0-0 15-0-0 21-2-2 28-0-0 6-9-14 6-2-2 2-0-0 6-2-2 6-9-14 Plate Offsets (X Y)-- 2:0-3-0 0-1-8f (7'0-3-0 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 0.43 Vert(LL) 0.17 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.32 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 133 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1090/0-3-8, 7=1090/0-3-8 Max Horz 2=137(LC 10) Max Uplift2=-449(LC 10), 7=-449(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2034/759, 3-4=-1453/540, 4-20=-1284/538, 5-20=-1284/538, 5-6=-1453/539, 6-7=-2034/761 BOT CHORD 2-13=-728/1820, 12-13=-728/1820, 11-12=-728/1820, 10-11=-352/1284, 9-10=-593/1820, 7-9=-593/1820 WEBS 3-13=0/253, 3-11=-645/414, 4-11 =-1 03/336, 5-1 0=-1 03/336, 6-10= 645/416, 6-9=0/253 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) 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 449 lb uplift at joint 2 and 449 lb Uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. IOIV312015 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 Wilding designer must verify the applicability of design parameters and property incorporate this design into the overall indicated Is to buckling individual truss web and/or chord members only. Additional temporary and permanent bracing i 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 Parke East Blvd. Fabrication, storage, delivery, erection and bracing of tnrsses and truss systems, seeANSI/TPI I Quality Criteria, DS8-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTars -%Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Job Truss Truss ype ty y r r T12791472 W P0128 AS Common 7 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City. Florida 33566 1 0 1-0-0 7-3-14 1-0-0 7-3-14 7.640 s Aug 16 2017 MiTek Industries. Inc. Wed Dec 20 14:44:06 2017 Page 1 I D:5c7Af685PEIPxJ638d3NKNz4S6e-TZBelj6FPpne1 X206Y0?KrMg680ijP8cW DyEaUy72tt 14-0-0 20-8-' 6-8-2 6-8-2 4x6 = 5.00 F12 7-3-14 1-0-0 Scale = 1 A9.3 3x4 = 3x4 = 3x4 = 3x6 = 3x6 = vo Plate Offsets (X Y)-- f2:0-0-10 Edge], j8:0-0-10 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.25 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.50 10-12 >675 180 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 122 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1090/0-3-8, 8=1090/0-3-8 Max Horz2=147(LC 10) Max Up1ift2=-448(1_C 10), 8=-448(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1967/764, 3-4=-1737/669, 4-5=-1661/689, 5-6=-1661/690, 6-7=-1737/670, 7-8=-1967/765 BOT CHORD 2-12=-738/1755, 11-12=-340/1176, 11-19=-340/1176, 19-20=-340/1176, 10-20=-340/1176, 8-10=-592/1755 WEBS 5-10=-273/607, 7-10=-380/384, 5-12=-273/607, 3-12=-380/384 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=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2 and 448 lb uplift at joint 8. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1W032015 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 o truss system. Before use, the building designer must verify the applicablIlty 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 braring 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, se.eANSI/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 JobTruss russ Type Qty, ply T72791473 W P0128 A6 Root Special 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:07 2017 Page 1 I D:5c7Af685P EI PxJ638d3NKNz4S6e-xmkOF37tA7v UehdcgGwEt2v 1 sYN LSgN Ilthn6wy72ts 1-0-0 5-2-14 9-10-0 0-8- 14-10-0 19-0-0 23-2-2 28-0-0 9-0-0 1-0-0 5-2-14 4-7-2 -10- 4-2-0 4-2-0 4-2-2 4-9-14 1-0-0 4x6 = 4x6 = 3x8 = 4x6 = 15 14 12 I 3x4 = 2x4 11 412 = 3x4 = 2x4 11 3x8 = Scale = 1:51.0 3x6 = 5-2-14 10-8-0 14-10-0 19-0-0 28-0-0 5-2-14 5-5-2 4-2-0 4-2-0 9-0-0 Plate Offsets (XY)-- f9 0-3-0 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL)-0.3611-21 941 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 144 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 SP.No.2 BOT CHORD Rigid ceiling directly applied or 6-5-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1089/0-3-8, 9=1091/0-3-8 Max Horz2=106(LC 14) Max Uplift2=-400(LC 10), 9=-493(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2088/722, 3-4=-1692/690, 4-5=-1817/780, 5-6=-1730/732, 6-7=-1626/775, 7-8=-1790/791, 8-9=-2064/979 BOT CHORD 2-15=-629/1877, 14-15=-629/1877, 13-14=-635/1846, 12-13=-635/1846, 11-12=-635/1846, 9-11= 815/1863 WEBS 3-14=-427/274, 4-14=-466/1093, 5-14=-706/365, 6-14=-253/169, 6-11=-303/163, 7-11=-120/455, 8-11=-285/293 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(l) 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 400 lb uplift at joint 2 and 493 lb uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A01•7473 rev, 10/03/2015 BEFORE USE. 1q Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown. and Is for an individual building component, not g a truss system. Before use, the building designer must verify the applicalbillty of design parameters and properly incorporate this design into the overall design. Bracing Indicated is to buckling of Irx7NICILKA truss web and/or chord members only. Additional temporary and permanent bracing i MiTekbuildingprevent 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 busses and taus systems, seeANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTausPlateInstitute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Job Truss Truss Type QtyPly T12791474 W PO128 A7G Roof Special Girder 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:08 2017 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-PylPSP8VxQ1LGrCpDzRTQGS33yg9BBFvzXRKeMy72tr 1-0-01 5-2-14 9-10-0 12-8-0 16-12-0 21-0_-0 24-2-23-2-2 2%0-- 14 0 29-0-0, 11-0-0 5-2-14 4-7-2 2-10-0 4-2-0 4-2-0 3-9 4x6 = 3x8 i 2x4 // 5x8 = 6x8 = 3x8 = 10x12 = 2x4 II 2x4 11 Scale = 1:51.0 5x8 = I 7-14 115 146--2100 21-0-0 24-22--22 -0- 4- 0 42--08-1 4-2-044-7-14 3-3-9-14 Plate Offsets (X,Y)-- 2:0-3-1,0-1-8), [5:0-5-4,0-2-12), 7:0-2-10,Edge], [9:0-4-0,Edge], 12:0-3-8 0-5-0) 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 0.86 Vert(LL) 0.40 12-13 849 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0-71 12-13 471 180 BCLL 0.0 Rep Stress Incr NO W B 0.82 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 165lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except` 9- 15: 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at micipt 5-16 REACTIONS. ( lb/size) 2=1637/0-3-8, 9=2468/0-3-8 Max Horz 2=106(LC 31) Max Uplift2=-664(LC 8), 9=-1137(LC 9) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3722/1442, 3-4=-3377/1409, 4-5=-2651/1118, 5-6=-5652/2568, 6-7=-5652/2568, 7- 8=-5870/2684, 8-9= 5768/2620 BOT CHORD 2-17=-1347/3410, 16-17=-1353/3385, 15-16= 1952/4853, 14-15=-1952/4853, 13- 14=-1948/4852, 13-22=-2367/5485, 12-22=-2367/5485, 11-12=-2343/5305, 9- 11=-2343/5305 WEBS 3-16=-383/314, 4-16=-883/2165, 5-16=-2959/1384, 5-13=-615/1090, 7-13=-438/562, 7- 12= 753/1817, 8-12=-261/294 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; 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 664 lb uplift at joint 2 and 1137 lb uplift at joint 9. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 213 lb up at 21- 0-0 on top chord, and 1493 lb down and 688 lb up at 19-9-8, and 307 lb down and 137lb up at 20-10-15 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: 1-4=-54, 4-5=-54, 5-7=-54, 7-10= 54, 2-9=-20 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors. lhls 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 buildingdesign. 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 fab ricalian, 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 Information available from Truss Plate Instilute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Fruss I ype tyPly T12791474 W P0128 A7G Roof Special Girder 1 1 Job Reference o tional Builders FirstSource, Tampa, Plant Cdy, Florida 33566 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-126(B) 12=-307(6) 22=-1493(B) 7.640 s Aug 16 2017 MI I eK Industries, Inc. Wed UBc 20 14:44:08 2U1 f Page 2 ID:5c7Af685PEIPxJ638d3NKNz4S6e-PyIPSP8VxQILGrCpDzRTQGS33yg9BBFvzXRKeMy72tr WARNING - Verily 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 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 trussmweband/of chord members only. Additional temporary and permanent bracing Mi ITek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses 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 fuss Truss Type ty W P0128 BiGE Common Supported Gable t 1 l JobReference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:09 2017 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-t8sngl88ik9Cu?n?ngyiyT_PuLD5wq R2CBAuBoy72tq 1- 0-0 9-10-0 19-8-0 1- 0-0 9-10-0 9-10-0 Scale = 1:35.3 4x6 = 3x4 = 16 17 16 15 14 13 12 11 3x4 = 5x6 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 CodeFBC2014/fP12007 Matrix) Weight: 88lb FT=0 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8-0. lb) - Max Horz 2=115(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 16, 12 except 15=-103(LC 10), 18=-166(LC 10), 13=-104(LC 11), 11= 178(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 14, 15, 16, 13, 12 except 18=275(LC 21), 11=290(LC 22) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 16, 12 except Qt= lb) 15=103, 18=166, 13=104, 11=178. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 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 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 hisses 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, Sulle 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss russ I ype oty , y T12791476 W P0128 B2 Common 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 , 5-2-14 3x6 = 4-7-2 4x6 = 5x8 = 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:09 2017 Page 1 I D:5c7Af685PE I PxJ638d3NKNz4S6e-t8sngl88ik9C u?n?ngyiyT_O ML3pwoT2CBAuBoy72tq 4-7-2 5-2-14 Scale = 1:34.1 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.31 7-10 >750 180 BCLL 0.0 * Rep Stresslncr YES WB 0.19 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 83 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=727/Mechanical, 2=782/0-3-8 Max Horz2=115(LC 10) Max Uplift6=-288(LC 11), 2=-326(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1295/556, 3-4=-973/359, 4-5=-973/358, 5-6=-1297/559 BOT CHORD 2-7=-539/1157, 6-7=-447/1159 WEBS 4-7=-108/473, 5-7=-356/344, 3-7=-353/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=288, 2=326. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-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 must verify the applicability of design parameters and properly Incorporate This design into the overall building design. &acing indicated is to trickling of individual truss web and/or chord rnernbers only. Additional temporary and permanent bracing MiTek` prevent 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 trusses and truss systems, seeANSI[TPl I Quality Criteria, DSB-89 and SCSI Building Component Safety Information avdiable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 oTruss Truss Type ty y T12791477 W P0128 CJ1 Jack -Open 6 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:10 2017 Page 1 I D:5c7Af685PE I PxJ638d3N KNz4S6e-LLQ9t59mT2H3V9MBLOTxV hXbklarf HdCRrwRj Fy72tp 1-0-0 - 1-0-0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 I (Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=113/0-3-8, 4=4/Mechanical Max Horz2=42(LC 10) Max Uplift3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(LC 1), 2=113(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milektg) connectors. This design is based only upon parameters shown, and is for an individual building component, not y a truss systern. 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 buckling of individual lnlss web and/or chord members only. Addlilonal ternporary and permanent br.lcing MiTek" 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 Inlsses 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 oTruss truss lype oty Ply T12791478 W P0128 CJ3 Jack -Open 6 1 Job Reference optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Aug 16 2017 MiTsk Industries, Inc. Wed Dec 20 14:44:10 2017 Page 1 I D:5c7Af685PE1 PxJ638d3NKNz4S6e-LLQ9t59mT2H3V9MBLOTxVhXbklaAfHdC RrwRj Fy72tp 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0-3-8, 4=29/Mechanical Max Harz2=86(LC 10) Max Jplift3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.9 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. wARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev. 101031201E 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 individual truss members only. Additional temporary and peirnanenl bracng MiTek building design. Bracing Indicatedis10preventbucklingofweband/or chord 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 masses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormahon avallaNe from Tam Plate Institute., 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 JobTruss Truss Type Qty ply T12797479 W P0128 CJ5 Jack -Open 6 1 Job Reference ------- Builders FirstSource, Tampa, Plant City. Florida 33566 7.640 s Aug 16 2017 MI I ek Industries, Inc. wed Dec 20 14:44]11 Z01 / rage 1 I D:5c7Af685P EI PxJ638d3N KNz4S6e-pX_X5QAOE LPw7lxNv5_A 1 u4kHgubOktLgVf_Fhy72to 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1:15.1 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP Ne.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=100/Mechanical, 2=274/0-3-8, 4=45/Mechan!cat Max Horz2=131(LC 10) Max Uplift3=-98(LC 10), 2=-125(LC 10) Max Grav3=100(1_C 1), 2=274(LC 1), 4=75(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=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 100 lb uplift at joint(s) 3 except Qt=lb) 2=125. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual huilding component, not a truss syslem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall truss only. Additional temporary and permanent bracing M iTek' building design. Bracing Indicated is to prevent buckling of individual web and/or chord members 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 T 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. Tama, FL 33610 Job Truss Truss Type oty Ply T72791480 W P0128 EJ7 Jack -Open 9 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 7-0-0 3x4 = 1.640 S Aug lb ZOl I MIIeK inausiries, Inc. wea uec zu 14:44:11 ZVl / rage 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-pX_X50AOELPw7lxNv5_A1u4gUgriOktLgVf_Fhy72to Scale = 1:19.1 Plate Offsets (X,Y)-- 2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >537 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code F 02014lTP12007 Matrix-M) Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=141/Mechanical, 2=366/0-3-8, 4=61/Mechanical Max Horz2=170(LC 10) Max Uplift3=-123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1), 4=105(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=5.Opsf; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 100 lb uplift at joint(s) except Qt=lb) 3=123, 2=164. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 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 verify the applicability of design parameters and properly incorporate this design into the overall pp ppbuildingdesign. Bracing indicated Is to prevent buckling of individual Imss web and/of chord members only. Additional temporary arld 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 huss 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 russ Type ty PIy T12791481 WP0128 EJ7G JACK -OPEN GIRDER 1 nL Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1.640 s Aug 18 2U1 / MI I eK Industries, Inc. W ea Uec 2U 14.44:12 2U1 / rage 1 ID:5o7Af685PEIPXJ638d3NKNZ4S6e-HjYvImBO?fXnISVaSpVPa6cryZ9O7BoUu9PYn7y72tn 3-8-2 3-3-14 2x4 11 3 2x4 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC D.48 Vert(LL) 0.15 3-5 562 240 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.26 3-5 311 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1118/0-3-8, 3=1513/Mechanical Max Horz 1=149(LC 8) Max Up1ift1=-456(LC 8), 3=-668(LC 8) FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:21.0 PLATES GRIP MT20 244/190 Weight: 63 lb FT = 0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except Ot=lb) 1=456, 3=668. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 707 lb down and 308 lb up at 2-0-12, and 707 lb down and 308 lb up at 4-0-12, and 709 lb down and 305 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2= 54, 1-3=-20 Concentrated Loads (lb) Vert: 7=-707(F) 8=-707(F) 9=-709(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 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 must verify the applicability of design parameters and properly incorporate this design Into the overall is to buckling individual truss web and/or chord members only. Additional lernporary and permanent bracing M iTek' building design. Bracing indicated prevent of 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. fabAlcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type ty Ply T12791482 W P0128 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 T640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:132017 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-mw6HV6CemzfeMc4mOWOe7Jg29zV36are7p85Kay72tm 1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 Scale = 1:21.8 2x4 = uv 5-2-9 9-10-1 5-2-9 4-7-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 41 lb FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins- BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=115/MechaniCal, 2=481/0-4-9, 5=295/Mechanical Max Horz 2=180(LC 4) Max Uplift4=-94(LC 4), 2=-267(LC 4), 5=-116(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 lb) or less except when shown. TOP CHORD 2-11=-779/300, 11-12=-752/303, 3-12=-720/309 BOT CHORD 2-15=-399/721, 15-16=-399/721, 7-16=-399/721, 7-17= 399/721, 6-17= 399/721 WEBS 3-7=0/253, 3-6=-768/425 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=267 5=116. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1-4-15, 14 lb down and 14 lb up at 1-4-15, 27lb down and 54 lb up at 4-2-15, 27 lb down and 54 lb up at 4-2-15, and 44 lb down and 103 lb up at 7-0-14, and 44 lb down and 103 lb up at 7-0-14 on top chord, and 8 lb down and 1 lb up at 1-4-15, 8 lb down and 1 lb up at 1-4-15, 9 lb down and 0 lb up at 4-2-15, 9 lb down and 0 lb up at 4-2-15, and 24 lb down at 7-0-14, and 24 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17=-34(F=-17, B=-17) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Nil' Design valid for use only with MiTekG connectors. This design is based only upon parameters shown, and is for an individual building component, not -" - -= C—f a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l building design. Bracing indicated is to prevent Wokling of individual truss web and/or chord mernbers only. Additional ternrrorary 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/TPt 1 Quality Criteria, DSE-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate instikite, 218 N. Lee Street, Suito,i 12, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ; Ply T72791483 W PO128 M1GE Monopitch Supported Gable 2 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44*13 2017 Page 1 1 D:5c7Af685PE I PxJ638d3NKNz4S6e-mw6H V6CemzfeMc4mOW Oe7Jg6Ozbssehe7p85Kay72tm 4-8-0 4-8-0 2x4 = 2x4 I I 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=45/4-8-0, 2=147/4-8-0, 6=197/4-8-0 Max Horz2=122(LC 7) Max Uplift5=-24(LC 7), 2=-72(LC 6), 6=-118(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:14.4 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0 Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed 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 requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2 except Qt=lb) 6=118. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 must verify the applicability of design parameters and properly incogxxate this design into the overall design. Bracing indicated Is to buckling individual truss web aril/or chord members only. Additional temporary and permanent bracing MiTek' building prevent of is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East BNd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tama, FL 33610SafetyInformationavailablefromTrussPoote. Insttlute. 218 N. Lee Street Sulte 312, Alexandria, VA 22314. Job Truss I russ I ype Qty, ly T12791484 W P0128 M2 Monopitch 4 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 1-0-0 7.640 s Aug 16 2017 MiTek Industries, Inc. Wed Dec 20 14:44:14 2017 Page 1 1 D:5c7Af685PE I PxJ638d3NKNz4S6e-E6fgjSCGXGnV_mfyaEYtfXhG7Mvma5enMTufsOy72t1 4-8-0 4-8-0 2x4 — 2x4 11 Scale = 1:14.4 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horc(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITTP12007 Matrix-M) Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=134/Mechanical, 2=255/0-8-0 Max Horz2=122(LC 9) Max Uplift4=-72(LC 10), 2=-129(LC 10) FORCES. (Ib) - 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=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) 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 100 lb uplift at joint(s) 4 except Qt=lb) 2=129. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. 1010312015 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 verify the applicability of design parameters and properly incofporate 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` prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 1, fabrication, storage, delivery, erection and bracing of Intsses and taus systems, seeANSI/TPI I Quality Criteria, DSB-89 and 8CS1 Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 JobTruss Truss Type Oty. Ply T12791485 W P0128 V3 Valley 1 1 Job Reference (optional) ounaers nrsraource, i amp., rain, r y, mono. as 2x4 3-0-0 nuy i ,aye I D:5c7Af685PE1 PXJ638d3NKNZ4S6e-E6fgjSCGXG nV_mfyaEYtfXhlyMxDa5cnMTufsOy72t1 3 Scale = 1:9.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=78/2-11-6, 3=78/2-11-6 Max Horz 1=51(LC 7) Max Upliftl=-33(LC 10), 3=-43(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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® 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 Bracing indicated is to buckling individual truss web and/or chord members only. Additional temporary and permanent tracing 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 bracing of trusses and truss systems, seeANSt/TPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Tampa, FL 33610SafetyInformationavailablefromTrucsPlateinstitute, 218 N. Let: Street, Suite 312, Nexandria, VA 22314. Job Truss Truss Type a Qty. Ply T12791486 W P0128 V5 Valley - 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 00 0 5-0-0 7.640 s Aug 16 2017 MITek Industries, Inc. Wed Uec 20 14:44:14 2017 Page 1 I D:5c7Af685PE1 PxJ638d3N KNz4S6e-E6fgjSCGXGnV_mfyaEYtfXhEnMuoa5cnMTufsOy72t1 2x4 11 2x4 % 2x4 II LOADING (psf) SPACING- 2-0-0 CS'_ TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 7.0 Lumber DOL 125 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20141TP12007 Matrix) DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4-11-6, 3=152/4-11-6 Max Horz 1=100(1_C 7) Max Upfiftl=-64(LC 10), 3=-84(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:13.8 Weight: 16 lb FT = 0 Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. s Design valid for use only with MITek® connectors. [his 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 ppp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord rnernbers only. Additional temporarytrandpermanent acing 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 tracing of busses 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 Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-'/i ;' 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. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS n c O U a- O JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 atjoint 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. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14, Bottom chords require lateral bracing 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 oil portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI i Quality Criteria. Products PlotID Length Product Plies NE FJl 41-00-00 9-1/2' BCI? 6000s-1,8 1 11 FJ3 21-00-00 16' BCI? 6000s-1.8 1 6 FJ4 21-00-00 16' BCI? 6000s-1.8 1 2 FJ5 16-00-00 16' BCI? 6000s-1.8 1 2 FJ6 4-00-00 16' BCI 6000s-1.8 1 2 BM2 4-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2 Rml 12-00-00 1-1/8' x 16' BC RIM BOARD OSB 1 10 28-0-0 Rnl m 0 v aQ-n-n RECORD COPY 18- 287 leVMLD/luo SANFORD BEARING HEIGHT Hl HN26 H2 HGU626-2 H3 IM 0/16 NOTES; L) REFER 1 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR 3.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER 4) ALL TRUSSES ARE DESIGNED FOR 2' or - MAXIMUM SPACING, UNLESS OTHERWISE NOTE] 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD 6.) SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.) ALL ROOF TRUSS HANGERS TO BE SIMPSON HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO BE SIMPSON THA422 UNLESS OTHERWISE NOTED, 8.) BEAM/HEADER/LINTEL 01DR) TO BE SHOP DRAWING APPROVA THIS LAYUIT IS THE SOLE SUIRCE FIR FABRICATION OF TRUSSES AND VMS ALL PREVDUS ARCHITECTURAL OR TRl1SS_LAYUITS UIEV AND APPROVAL OF THIS LA BE RECEIVED DEPUTE ANY TRUSSES VILL BE BUILT.VE CONDTTDNS TO INSIRE AGAINST CHANGES THAT WILL bw5w mvffy fit i F Jhllders AFirstkurce rlando PHONE, 407-851-2100 FAX, 407-851- Ptant Cit PHONE, 813-759-5951 F41 813-752 Ashton Woods 1826 UK AMM WP0128 I 9/21/17 Josh RECORD C City of Sanford Building and Fire Prevention Product Approval Specification Form nS0IF0?,0Permit # # 8 _ 2 8 % Project Location Address l C_s 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 FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wa ne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll Up Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 N Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Hardi Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing-CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-R2 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 Aluminum Roof Louver FL3792-R8 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-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 6/9/2017 Florida Building Cade Online BCIS Home i Log In i User Registration i Hot Topics i Submit Surcharge i Stats & Fact5 i Publications i FBC Staff i BCIS Site Map i Links i ,Search . Florida 4. d Product Approval C1. USER: Public User Product Approval Menu > Product or Application Searches ,Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118Industrial 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 v' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F Schmidt; P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Independence, pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W D MA/CSA101/I. S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1598 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yM Kg2Hy8%2fuCfc2M RiSC82w%3d%3d 1/3 6/9/2017 Florida Building Cade Online FL15000 R2 Eauiv FL - 15000 Eauiv of Standards odf Sections from the Code Product Approval, Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use to HVHZ: Yes FL15000 R2 II INST 15000.1.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 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b, "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sideliteS, which have been stained or painted within 6 months of installation.) I 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.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 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.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 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https:ll loridabui iuing.orglprlpr_app_dfl.as px?param=wG EVXQwtD quS73Fr2Zyi PozAnA6CzH Q3yM Kg2Hy8%2fuCfc2M R i SC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.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 Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "T' part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000,6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, (This product approval requires the use of "Y' part number doors, which have been stained or painted within 6 months of installation.) J:;rk Nexi Contact Us :: 2601 Blair Stone Road, Tallahassee -FL 32399 Phone: 850-487-1824 The State. of Florida Is an AA/EEO employer. Copyright 2007-2.013 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, E.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: W 99 M Credit Card Safe hitps://floridabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2Zyi PozAnA6CzH Q3yM Kg2Hy8%2fuCfc2M Ri SC82w°/a3d%3d 3/3 DOOR PANELWIDTH DOOR PANEL. 402 LATCH STILE PAI 1= 81A .DOOR PANEL tb DOOR PANEL ORK. fit LFS FL— 15000.3 INTFR10R INTERCEPT SPACER 40 41 SEE NOTE 1 5 ED GLASS LV/ SW LITE FRAME GLAZING DETA11 119379' MAX. _ PANEL wim 7.125' MAX. _ D,LO-WIDTH x u z G CI v Ok $ n Sf0a)TE PANEL Smooth Star 1/2" MIN. GLASS THK. TEMPERED GLASS AIR SPACE 1/9 TEMPERED GLASS INTERIOR INTERCEPT SPACER 40 29 SEE NOTE 1 5" INSULATED QLASS Wt PVC CITE FRAME GLAZING DETAIL Stt NO I E l VIORIZO14TAL CROSS SECTION 4_J SIDELM PANEL 2152 2589, l ALASfIC UP LITE FRAME PLASTIC UP L1E FRAME EXTRUDED PVC FXT% R[1 E CDDSff — 1/2' MIN, GLASS THK, 1/B„ TEMPERED CLASS AIR SPACE 8., TEMPERED CLASS E 1 i-^-1--1477' -{ l,Dg' L1V(:RnCAL CROSS SEC7109 4 SIDEU E PANEL NOTE; 1. Spocin8 for hem #29 & J41 (life hnmc acraws) is as Follows From the bottom up on sides 6.5: with (7) more spaced at 9.875" ox. there are (2) screws both top and bottom at 2.125' in from each 2 51DE(IT,E TOP & BOTTOM RAIL 86 SlDc IE BLANK SIDE S7tLE comer. GER JOINTED PONO£ROSA PINE, SG=0,43 FINGER JOINTED POND€ROSA PIN& SC=0,43 FL-15Q00.3 Ad 4e 49 77 III+++ • 191MIN. INTER) ti., a°mai n k1((51 MWZ Cf n1Q F r61 z Z mO 4 Y.'•-•vNOTE, I. Ths sidelite is direst set into the jamb with (72) item #43 a 18 x 2" pfh. hood screw. There are a•" - T3 4) at each verffoal jamb, from the top down at o 76 IM5 , 3T", 48.5' & 66" Thera are (2) at the G 1-T a'"MIN. 21 is header at 4" from the outside corners of the o IMN np.) frame. There are (2) at the sill, 4' from the fro r EXTERIpR outsfde corners. I a o T HORIZONTAL CROSS SECTION xm z 7 U Y N 48 1-1/4" MIN. D it = EMB- (TYP) a 49 m 15'MM. C-SINK 17 13 45 6 f3 INTMOR 10 AC TVE SEE NOTE 1 v EX7ERfOR y 21 We 02/24 12 9 To) i6 12 43 N.T.S ef+aarr JK a HORIZONTAL CROSS SECTION r rLF62 ? PL—i5000Z n 7 71NF77 OF 12 n MUWGN I I SHOWN FOR49 A4ASONRY I I REFERENCE Q I MASONRY 49 Q ir' -K1n o OPENING TYF. HEAD II MULLION I I OPENING TYP. HEAD Q rrnn o w z JAMBS If SHOWN FOR I I It JAMBS Q o r z` REFERENCE I I Q b 3 U tl 2X BUCK s! Q 1 I 2X BUCK E. LL m 4 ri Q fl li It nsrRacAL ll I[N- ASTRNGgL r SHOWN FOR ]( V M SHOWN FOR yil. o a i I I Il REFERENCE i t u d N REFERENCE g{ a II Q if 1-- fl Q if V o13 s li Q if DOUBLE W/SHOW ES m BUCK ANCHORING DOUBLE 8i{CK DOOR INSWMG NCHO RIRING a o c t' ` FsaWON I 1 ti tl SHOWN FOR tl v v 49 REFERENCE I 49 0 41ASONRY it MA50NRY OPENING T . II OPENING TYP, HEADSD I I 6c JAMBS ii 11 CONCREPEANCHOR Nara: T. ConcrL-te drichor(acutk3m otihe comers maybeadAntf- t to mcW Wn the mm. 2X 6UCK Edge dst ceiomorfrrioints 2, GoncfBteonchorfocafionsnofedas I l I I I I I I 2X BUCK NIAx.ONC&JTER"rn[btheadp.atedto mdnfcL2 tt7e mrn. edge d(stance to mcrtarjoirzls cdd"itionaf cancr to anchors may berequhedtoemrethe MAX ONCZNTER"dlmengcnarenot exceede L II N 3. Concrete anchort®fe: MULUON I I I S}fiOWN FOR I REFERENCE o v o z u 1 I I1 it am. 02/24/f2 sv+ e NGS. ° ITWi t I l amr, en JK a 51. ca 1141 140a-. a,.,c•----,-+,,.=u:,m,.w,:r w,,a.,-mw.o:o,w.„-v,.+m..,:......N.r:,e..,.,r:."m:a:nm,._.::..:,wr•.x.-.:....u a.= :r..-ter.,-...-.....-.._ -_—,..—:.:a-T.:-:-",:x=:_,G•,.r.:,re.;-,...-.c -ova.nor-.•„n,..w..-„_,,,..,..m:.a,.:r, ^.:•,.,.,.:_:,",...:..". K 77 i a# 1> a 4W' J}& BoTrom i , E 27 TYP- s Typ. m 4,& 32r U L75" mm e6V z s NOTE,\ NOTE:«. fNT-e ix 1- THE ASTRAGAL BOLT HASA £ THROW AT THE TOP artF THE BOTTOM. m s o ; I I ,1 ; THERMAITRU THERMA 'TRU C)OORS Tr9 7Hnus-rnru. OA., En 7rroN. OH 425]'] FIBER CLASSIC"/ "SMOOTH STAR" 6'0 INSMNG wl & w/OUT SIDELITES FIBERGLASS DOOR NON-IMPAGr GENQ2AL NOTES T. This product has been evaluated and i; rn compliance WAh the Sth £dif'on 11014) Ftalfda Building Code (FBCI siniehrnai requirements ulducfmg the'Nigb Vefadtq tlUrkane7nne (HYHI). 2. Produd anchorsshall beras fated arid spaced asshown on Cetafs.Androrembedmere to bose moterfd shag be beyond wal dressing erstucco. S. When rsedi3VWHVIT'thisproductarequlredtobeprofeeSedW1iftanimpoctreeftnt covering ftmt complies With SeC7on 1626 of the FBC. 4. When.wed in diem outside of the "HYHf l regttsfn5 Wind home debris proiecffon ihls productfs required io be protectedv ' h an lmpact resistant covefing chat compffesrvfth$ecffon 1609.7.2 of fhe`rBG S. fbr2x stud h'sntrig comlaaBoh,anchorine of theca Lu tsshotl be the some asihot sticwn forty buckmosonryconstnmilom 6. Slfe condilunsthotdevicfa ftm the detak of this drawing require i'udherengheertng analysis by a11censed engfneerorregislered architect. 7. Iflisproduct does notmeetthewalarMitrutfonrequvemen3shrthe"HVI r Inswing rmirsshall be installed onty in non-hotvrdbfe areas or athobitabielocofiors protected by on oveihong or canopy such ihatthe angle between the edge a canopy or overhYrg to sill (stes than 45 degree;. TAMEQFCOMENIS Saar# r D= ALPRON 1 iypicatetevaio s, ae+ignpleauresaganednoies 2 Doorpone detmlr( Smoathsfa) 3 Doonxmal detdk faserclomd 4 de i pane) detdls alcudno detoits S Vsdical crossectfons 6 Hof¢onfdcrosssecfions 7 Hor&DntdcraSmseclFons g suckMcholmg 9 rmme anchoring- E f'mmeumirioring 11 Astragaldetails 12 mot maiedals& compose s i£ 37.ia' MAX A, Jr rlrl111T TT c ' me p C vlpq• on'a z Ad d SEE aEML 'A"/ SHELT 6 g DOUBLE'W/SIDELrrES WSWING UNIToxxo Td3rFMAX.OVHtALL---{ I FItAMEYRO11r D I ` D If SEEDSAILET 6, 3 D TA EiE 6/ 5 5001.19E IN5YIfNG UNlT $QJ4Yf W/Sf0£LiTES INSWING UNIT XX OXO r: r t t r t t I FI 75000. E I 6 mg IA 56 DOOP WERIOR PANELWIDTH DOOR PANEL OP I DO —OR PAN Smooth Star HIN 57 OOOR PANEL 2 ExTERloR IN7FM )R SEE NOTE 2 EXTERIOR —,V— INTERIOR 2 UERnCAL CROSS SECTION 5 SEE NOTE 1 P' . 'ay - • - - z? SOS U S N dc1 d n jwwyyj Om M t f3( Ill a n m e U aY 7) d DgQ ota ImoCWUCa i NY ID 1L 0.Ym. 4 li 0 LO 3D Q cn bb g u D7E 2 3 VERTICAL CROSS SECTION 5 Shown w/Iv sub -buck OP710NAL SURFACE BOLTS ON AME PAmn SEE DESIGN PRESSURE CNAR7) uorE: I. The sldeRte is direct set into the jamb With (12) Item # 45 a & z 2' pfh. wood screw. There are (4) at each vertical jdmb, from the top down at 37", 48-5' & 66". There are (2) at the header at 4" from the outside comers of the lame. there are 2) f13 a #8 X 2-1/2" pfh. hood screw at the st7l,. 4' from the outside comers. 2. OP77ONAL SURFACE 60LTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) FL- 50Oa4 w._,>•.:..-.:.- x:_:.u„;:a.:M,.w".,•o,®.M:.a..-...,e...d.=.:--.:. +,2>,...,.. „-.r _. .».,.. .wM. .......-.:..—.:...,..-.-. E n rrJJi' ti`` 1 n I 6lXJ; fin 0.15'MIN 13 CSINC w z SEE 1 NOTE, NO 1. The sidelfte Fe dImct set Tutu the jamb'JJJJfrrrf 117t1 n 43 with (12) Rem 14,3 a #8 x 2" pfh. Wa t z d screw: There are (4) at each verlical 4 z E en _ jamb, from the top dorm at 13.5", 31", A-nyE rl xz z 485" h 66". There are (2) at the header ni iO1 m e act 9 dtbat4" from the outside comers of the jj \ r'n e .. frame titers are (2) P3 a IFB x 2—T/2" j :,' '. : pfh. Wood screw of the ail), 4" from the y '• - c d outside comers. INTERIOR o j G 36 d5 44 a 46 a o RK 4T 2g 35 DETAIL A` I to H o 17 TB 1"1/ 4 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL MfN SEE DESIGN PRESSURE CHARD w w as iTT? J o INTEM r , HORIZOMAL CROSS SECTION d v of a ti 4 0. G 22 4 0. 16 MIN. 3-9 C-SMK 24 R 43 8 7 SEE' NOTE 1 34 . 27 6 7 7 INACTIVE ACTIVETOG1i , - •" 36 T3 INTERIORo4 rd z a c g 10 37 45 oi¢e: II2 24 12 srws: N. Ts. If17E8IQB oes, an JK T8 Cxs. em LFS DWW, HORIZONTAL CROSS SECTION f2 _NORIZONTpL CROSS Sf GTfON NO. d a 6 tFL^15000. 4 u wtrEr 6 DFJ2 " 0 A. gg4- 41 I6a sx MASONRY TYP. HEADOPENING & JAMBS MASON OPENING' TYP. HERO JAMBS 1 ASFRAGA,L rrrn iat 1 no dz Ir ASTRAGAL (I SHOWN FOR SHOWN FOR n _, d REFERENCE a a w u° i i 2X BUCK REFERENCE 2X BUCK Il a !1 I mdQE sue. MULLION I MULLION I x 4 a a •@ I SHOWN FOR a SHOWN FOR 1 ! T wo ,k IE REFERENCE a REFERENCE II i II I iI 0 13 o x fl 1 1[ d a$ o a a Al DOIJ%,F DOOR W/SIOEUTES S• — DOUBLE DOOR co BUCK ANGHORING 4R ANCHORING n. II I I I rza MASONRY OPENING II II II TYPJAMBSp II NASONRY dAENING n I1 I[ AMBSD II II I II 2x auGK 2X BUCK I1 MULUON Il CONCRE7EANCNORN07ES: II SHOWN FOR II 1. CorimteoncharlocaBonsatthe comers maybe adjusted tomdntalnthe min. 41stance tv II REFERENCE II i edge morta< laink 2. Concrete dnchorlocaSons "MAX ON CtNIFR'must be to a noted asadjustedmalrrtdnthemh.edgydbtancetomartarjobitc. adaMondconcrete anchors II MULLION may berequkedto ensuretheMAXONCEWFle' dimension are not e=eeded- SHOWN FOR 3 Concrete anchortablo REFERENCE U a a m O OZ 24/I2 i II II IIIIscat: N-T.S 11 Wt- M Jx e SINGLE DOOR WISIDELITES SINGLE DOOR PROMNw a FL- 15000. 4 ° BUCK ANCHORING RUCK ANCHORING sus 8 or12 n 9 2± L f 01t.y Qil J6JR; ic+AL',, G1YH E3 4R.4f7EE:.JNfN:'Gt;:it. tt 1N' iY?E` StX. B:::- i)i'ir4ME(11'.:.: F r ITW TAk'CON T/ 4" x a^ ELCO ® tlLTRACON MASONF OPFNIh FRAh 2x euc SEE VEFA1L 3" 1 11 L 1 1ITS Ec DUM. i" 3 NS TALLATIONw/ IN BUCK 39 INSTALLATION 43 Bs a BUCK J, Tip. SEE DETAIL " Y" TYp. SILL 14 I T[ 1r T IT t r T Tr t y7EW " A'-"B" .8. p,. DOOBLE DOOR w/sIDEms CONCRETEANCHOR NOTES_ T. Concrete anchorlocatfons at the comers maybe adAzted to mafnlcM themTn. edge obtance to mortarjoint. 2 Concrete anchorlocalions not—i cls "MAX. ON CENTER, mustbe adjusfed to moftlobthe min edge dsfance to mortarlofnts cdd&onal concrete anchors mgyberequked to emrjre Hie MAX. ON CENTa "dimemfon ore not exceeded. 3. Concreteonrltorfobfe: IL 7Ti1:: Lr. •,:. J l _ : .v iT4Qa: J., OMD,IICL'M:.: i_ il Y µ-a Y a:: T acru w e. d.: x.:s":'-:• ir.::icn4:':ec.:::..-: I.:_• A• , .•Y.v:'.-.: _ ic:::7dl I'iQiQAJ £• ITW TJIPCON 7-T/S Z 4" ITW ® TxPcoN WIN, 1.114, S' T=1/2- Rnr ura ir,+.tn++vn rvv+ra. I. Mountain a rrfni' rum 5/8" adge distance, 1' end dfsfcnce, & i" o c. -Toting of woodscrews to przventthespRIDig ofvmoli THESE- ( 2) ANCHORS' REQ' D ONLY WHEN OP > 47 PSF 7 WASONRY13 OPENING 7YP. HEAD & JAMBS Q BUCK 2X BUCK SEE OE TypTALls= TYP. SILL 14 I T lir, C"-:;" L—'A" VIEW 'At -A' SMILE DOOR W/SIDEUTES 13 49 _ 30 30 W/ 2X BUCK !3 D 31 37 INSTALLATION13 1Y/ 1X BUCK 4s JN5iALLATION DETAIL " 3DETAIL "2- ASTRAGAL & SURFACE DOLT STRIKE PLATES m HEAD T3 31 37 13 30 t 0 - 30 ETAIL "I" RETAIL '4" SURFACE BOLT 5•R2EKE PLATE 0 THRESHOLD ON o 0 u nee 02 24 t2 3 M. ari JK m auc m LFS FL-15D00. 4 a bHEEr 8 nF YZ A l 1 1 I l I SEEIINDETAIL 2- r W/ BtJCi( MASONRY fNsrALLATIOiI OPENING W/IX BUCK INSTALLATION was FilO & o FRAME 1fl 2X BUCK SEE DETAIL 'J" SE DETAIL "3" = " VIEW "8 DOUBLE 000R COMCRETEA NCHOR NOTE5_ T. Cohcrefeanchorlocalibnsgifhacomwn,4ybeadjusiedfomahtainihemir]. edge distance to mortarjobits. 2 concretemrhorloccrironsnotedcis'MAXONCENT73R"ml+sti)avd/µrtedto malrrtah the mim edge distance to moifarjoli ts, additional concr_-te anchors may berequDedtoensvrethe 'MAX ONCEMER"dirnension we notexaseded_ 3. Corsrefeanchortahte: wx FiYfi{, f 1 lYar'._.. A FrKSt1C i = fXP =:• fg l ( JfSZ kl f R?.JET{f'3L?/RF=.:. tt•: ; L' 1_ Tom.. lret O raPcox Y/ d Y.T/d"rrw 4P raPc coxm3/Y6" Y.i/A" 3" T•T(T WOOD SCREW IN57ALIATION NOTEC 1- Mainfain nun Waodsrsewsfo of wood. SEE DEWL ' W A„ ra w/sX auCK INSTALLATION wL/ ixeucac MASONRY IN5fAlAA710N OPENING Trl'_ HEAD JAMBSFRAME — — a 2X BUCK SEE U DEW O NP- SILL _ f tl111S. a O. Z'-z n VIEV!= C"—"C' VIEW "4"—A' o C' A" SINGLE DOOR m 30r y W/ 2x BUCK t3 p 31 JIN IX BUCK INSTALLATION o TALLATION 13 JW/7X BUCK 4B INSTALLATIO14d R BUCK STALLATION DETAIL "2" 13 Asiw&- & SURFACE! BOLT 0 8 STRIKE PLATES ® HEAD DIETA1 1 OF- TAIL "" 37 3J W/ iX SUCK 50 0 ' o INSTALLATION We O2/24 I2 W/ 2x BUCK 13 30 30 smE N.T.S. 1NSTALLATrON am hy= JK L— SLjAIL "1" uac m. LFS SURFACEBOLTSTRIKEPLATED) ETAJ W ® 7HRESHOLD Noa FL— T5000.4 srgr 10 OF 12 J z.a 18,08" 1838 20.63' 78.5' 1 z ii o 1 I I LL' w d n 27 27 TYP. 27 TYP. TYP. n e 3. r: ? 3" 191G' r 0:75" m o.asa---•-I1-- 24 SEE NOTE 1 65 W z p 24 DEThfL utte 02/24 12 0 NOTE N.Ts. s vvc: sr: JK m 1. THE ASTRAGAL BOLT HAS A 3" THP.OW AT THE TOP arc LFS AND THE BOTTOM_ FL—i500Q4 sEl T 11 of 12 w Brat DESCRR'OOM Mufaial 1 * i " "• •._ m 9000C - v rtAi 1 793' -- V' 4 "•...-. _..- O 0 J,`! hJ 11111 f S 0 tuj 2iOQ ~ I SURFACE BOLT (IVE$ 25- SMEL7 2&'5------•--t1 3D SllRFACE BOLT z7RIkE PLATE (I25' 466T 1 6k Z"• i > 1--1.97f1' 553 20 2T 1YUOD FRAIAE 22 5 FINGER ,10INTED PONDEROSA PINT~ SG-O-4,3 WSINlNG DOOR HOTT01.4 SWEEP n VWYL 11$D MA1 WALL, 035` UK WALL y41, in r T9 SELF ADJUSTING SADDLE TH FShf g ALWLJMIVINYL. _045' WA - I. ALUM. 15 INSWIN SYD TTEUM 080" THK WALL V[fJYL TYP- BOTTOM BOOT O.D9" EXTRUDED VINYL WALL 1l' li i a e oy: Q=ti n s: Jc__moo. O- x ro t`1` w , m dzo' m tj c1 •• o g m° oo a 4• NY m R If z e d C13 i f7BEX CfAi4C (Fr) PANE S,GH Ri 7" MlN. THX. FBFRGLASS fTfMERWA-Mlf WM )fdd &ength Fy(J Doo psi RSEPIIA55 SMOOTH STAR 56 WU k PANEL SKW DD7 M11t BY T4E4MA-TRY r/Yh rvSLMgtA rYfwn1 000 pe PIRERFJASS 2 FC IOP RAIL WOOD COMPOSflE 3 FC UJOH Sf4E WOOD COMPpSfff 4 FC HINcF SME KNOEROSA PINE ST,- Q WOpD 5 F'C BOITQM NA9. h'tltl0 COMPOSlIE 7 SNORTRT REACRELITMPREWON WERI% FOW E LOH; RMCH COMPRESSION IFFAiHEIMW 4" x 4" HWGE .or 10 4- frox3LL- PM MOOS r 11 L6UO,kRY - 3000 P51 ORL CONCRETE CONRIRMNG M ACI 90Y 9R hDlLt517 B[OLOf CONFDRMWG TO AM MU COHCREIE 12 la x 2' LG PFN WOOD SCREY7 Ste,- 13 12 i 2' LG. PFH W000 SCR6Y SIM 14 7 4" x 2-t d' BW PM CONCRETE STREW Is salFtrlB BDTIQM Bear .o9D^ PxRmDw Y1R1L 0 ha CL m I Il a4z w O y o 6 7Y BOW SG - 0.55 HOOD 17 M 1 4" SFQ LUnZAL muol) 8 X OGS PASSAGE iDC1f - SIGRATL9E SERIFS 19 SrDBiE ]HRMNOID AL 00 20 HEADER PONB7105A PIN SC 0.43 Mon 2t SIRIRE 3WB Oh®ERDSA PINE SL'..0.f3 ME) FOWE dUS OWEROSA FINSG=QANROD 23 KWAM OFAOBOLT - SIWWATW SERIES 24 Hf1RRICW A51RAAGAL AUIMlNUA7 24A ASIRW FUM BOLT SIM 4R ASMOAL FLM BOLT RETAWFR ALOMlRUM 6 IX BUCK SG >-- 055 27 110 X i-T 2" LG PpNHF.hO SH13-711ETAL SiTiFN STEEL INSWNG DODR RIM SKEEP VIM 29 6-TB x 1 3 C PlaLWSFLAMM SCREW nR M 33 SIM n m 30 SURFACE BCL75MI PIXE STEEL 51 110 x 2-1 ' PWWS t1A7HF,iD NDD0 SCREW 5Ta o 22 w N o w yr zd in32116TiR4 CEil7JIAR t;ipmrG CAPE STIK-0 33 PL_ tJ FRWE 34 PVST?C UP UIE FRAME BLOW" POMOF)MA ME S WOOD 36 SDFF!!E SEE 5710E IkBIOFRO54 PM56n243 W= 37 f0 z f-3 4" La PFH wowSCRIP S1fL T 4" x 2-3 4 PFH ELDO OR W CONCRETE SOW STEEL J9 1 r 3-] 4" fiA' PFH CONCf )'E SCREW STEEL 40 SILICONE CAULK OW 7B5 gum 41 6-TO x Y i PIASCREYV FOR (TEA1 34 STEEL 2 STDFLRE TOF do BOTTpK RA'L FROSii SD=0.43 mum 43 8 x 2" 1& PFN WOOD SCREW STEEL 44 3 x 3 QUARTER ROUND RN6ER JOW TD PINE mum 4 45 1 L x A40' OM, M NM, STEEL 6 NE5 SURFACEBOLT54 .75 57EEL 5 SfFF7i 471 4- 20 SEX BOLT N i 4-Z0 FFAIAIE E1SD W/ 49 3i6' Y 3-1 i" [!W PF77 CG1YC(gT'E SCREN Z 9 ASTRABN. 51R71 PUTS SIEH. 50 1 4^ x 3-1 4^ ITN PFH CONCRETE 5M SiFB DAM 02/24 12 34 m TDp m 604@ N.T S- tYOW GL'bIP05lIE ow- ox: VK 56 SS FR7lOESTN£ OEROSI PINE, SUtiR43 EFS 57 SS OoTrwRACWOWGOMP0.5BE umwuc x0.: FL- I5=Q. 4 2r E Lt aIi-I w..:.,-.,:-:.,y...+.„..:,:.,-...o,.. G.......>,.T,.,.,—.=,r.,sr,::._.e,,,---"—„.=,+.nv.w,.zrrwvm.,-,-P.,<.,.,e,k„..,.m nT_,:.._.,,..,,;....o.,.,m,..r.R.„-,. _.,.•„ R W R W Building Comialtants, Inc. B Consulting and Engineering SerYlces for th9.9uilding Industry C P.O,Box239Whim, M33595 Phonctlt3,6599197 F7orfdd 130ard ofMfe9afonalEngineersCrrtificareofAuthnrreadun No.9813 Product Category Sub Categor y Manufacturer Product Name Swinging Therma•Trp Corporation Fiber classic" i "Smooth Star" 0rlor 0 rporsExterior Door 113Industrial Drive WO mewing wland w1but Sldeiites Assemblies EdgertoN OH 43517 Ffberglass Door phone ( 41a)298-1740 Non -Impact" seajow This Is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. 5chm[dt P.F. (syate.m ID # 1998) for Thermo Tru Corporatlon based on Mute Chapter No. 61G20-3, Method i D otthe State oP Florida ProtiUot Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt f'.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 approvaf process of the product named herein. t, trnftativns: 1, This product has been evaluated and is In oompilanoto with the 5th Edition (2014) Florida Building Coda (1=6C) structural requirements Including the 'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on detalls. Anchor embedment to base material shall be beyond wait dressing or stucco. 3. When used In the "HVHZ° this product to requl red to be protected with an Impact resistant covering that compiles with Section 1 e29 of tha FBC. 4. When used In areas outside of the "HVHZ" requiring wind borne. debris protection this product is required to be proteoted with an Impact resistant oovering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the samo as that shown for 2x buck masonry construction. 6. site ronditione that deviate from the details of drawing FL-15000,4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet Ahe water Infiltration requirements for the °HVHZ°, Inswing units shall be Installed only in non - habitable areas or at habitable looatlons protected by an overhang or canopy suoh that the angle between the edge of canopy or overhang to alh Is fess than 45 degrees, 8. See drav,7ng FL-15400.4 for size and design pressure limitations. supporting Documents: I. " test Report No. Test Standard TEL 01460337 A,13,0 ASTM D15a6-03,ASTM D1929-96 ASTM 0284a-99 TEL 01460336-A,6,0 ASTM 1)836-09, ASTM D1929-96 ASTM b2843-99 STTe00001 ASTM 02C-95 15427- 107362 ASTM E64-00a ATI 07608.01.106-18 ASTM 0194.98 ETC 01-741-10701.o TAS 202.94 ETC 01 741.10703.0 TAB 202.94 ETC 01-741.10593.0 TAB 202 94 TEL 06.1031-3 TAS 202.94 TE1- 06-1031-4 TAS202-94 Teatina Labof car Signed by Testing Evaluation Lab.,lne. Lyndon P. Sehmldt, P,E, Testing Evafu9tlOh Lab.,fnc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc, ETC Laboratorlea ETO Laboratories ETO Laboratories Testing Evaluation Lab.,lno, Testing Evaluatlon Lab.,lnc, 2. DrawlnqNot Prepared by. Nh4E3!1C . fdo, FLis000.4 RW Bul(ding Consultants, Inc. (CA #9a13) 8. Gelyulations Prepared by n Anchoring RW 13ui[ding Consultants, Inc. (CA*9813) t' ' ' tie ASTM E11300 Calass Load Lyndon F. Schmidt, P.E. A, P, Y i•t i' «l `=; Fl E `,Ti 4. Quality Assurance s q r% Certificate of Participation issued by National Accreditation and Management " `.ut Institute, certifying that Thermo Tru Corporation Is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and"`— Culda Sheet 1oft Lon Hicks, VP Operations W[ Nlam F. Fitdh, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendell' W, Haney, P,E, MarkD. Pasero, P.E. UVendell W, Haney, P.E. Wendell W. Haney, P.E. 31aned & Sealed by Lyndon F. Schmidt, P.E. F, Schmidt, P.E. Lyndon P. Schmidt, P,I-, FL PE No. 43409 2IV2016 Florida Building Code Online Page 1 of 3 Fbfda Ueparhent9f BCts Home f Log In User Reulstration I Hot Tapl6 t Submrt Surcharge Stats & Facts PuMkatfons f FaC Staff I aCIS Site Map I Lima f Search sines Of ss llJU q Product Approval! USER: PubOcUser Regulation Product Approval Menu > Praduct or Aooncation Search > Apalhc tlon List Application Detail FI. # FL15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archlved C i Product Manufacblrer MI Windows and Doors Address/Phone/Emall 650 West Market Street. Gratz, PA 17030 717) 365-3300 Ext 2560 bsildinger@mlwd.com Authorized Signature Brent Sitlinger bsIUlnger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sllding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lamas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M, Urlch, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLIS332,$9--C,-0): FLCOI.adf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 54I 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 the new Florida Building Code. Documentation from approved Evaluation or Validation Entity C)Yes C)No C)N/A https://www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgti8572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Data Pending FBC Approval Date Approved of Products FL # Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outside HVMZi Yes Impact Resistant: No Design Pressurei N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.2 1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Page 2 of 3 FL15332 R2 COC FLI5332-COMP.odf Method 1 Option D 04/30/2015 04/30/20iS 05/06/2015 Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FLIS332 R2 II 08-00509C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLiS332 R2 AE 5108076.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"xB0" NON - REINFORCED Installation Instructions FLIS332 R2 II 08-00498C_odf Verified 13y: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R2 AE 510605B.Ddf Created by IndependentThlyd Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressurei N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.pf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-02249A.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 FLIS332 R2 AE 512969A.iid PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ-1 No FL15332 R2 11 08-02250A.odf Approved for use outside HVI-lZ: 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 FLIS332 R2 AE 512970A.Ddf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96° Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 II 08-00499C.odf Approved for use outside HVHZi Yes Verified By: Luls 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 FL15332 R2 AE j1Q8068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" https://www.floridabuildin.g.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtH8572gvdwI... 8/31/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-00501C iL 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 E415332 R2 AE 510808B.odf PRESSURE RATINGS Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80a NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No EL15332 RZ II 08-00502C.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 FL1533Z R2 AE 5108096.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 4301440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 IT 06-00503C.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 FLIS332 R2 AE 5108106.odf PRESSURE RATINGS Created by Independent Third Party: Yes Beck Next ContactUs :: 1940 Worth Monroe Sheet Tallahassee FL 32399 Phone: ESO487-1824 The State of Florida is an AA(EEO employer. Qznwight 2007-2013 SNta of Florida,i s Privacy Statemant n Ac®ssibl7lty Statement :: Pefu d Statement Urdu Florida law, email addresses are public retards. If you do net want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone of 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 small address if they have one. The emalls provided maybe used for oHlctat 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 hale . Product Approval Accepts: cCkick Cr+ idit ra ri SAEhops: I/www.floridabuilding.org/pr/pr_app_dtl, aspx?param--wGFVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONP.Y 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/CONCRET-E IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE - SELECTION OF COATING OR MEMBRANE IS Tr{E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECOP.D. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Com1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL• EXTRUDED ALUMINUM 6C63—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH iNSTALLATTON 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 LENGTri/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 'HOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. 7OR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS 70 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 COMPRESSNE 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 6053—T5 1/6" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PfX TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIMS I REV I OESC' RIFnow I DATE I AFpRa<u I A I ADDED FLANGE AND FIN INSfALLATICN 1 12/10/13 1 R:.. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES AWM D'dG N0. .1 V.L. OB-02249 50ALE NTS 10A'E 10/30/13 1 SNEErI SIGNED: 1?/16/2013 i L FE HE 96" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED ANCHORS PER LOCATIONSCHARTSEE: FOR NUMBER OF LOCATIONS REQURED 6" MAX 6" MAX 6" AX AME IGHT 6" MAX 6" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGNPRESSURERA7WG lMPACTRA77NG 35.OPSF NorlE WITH 2-U32" SILL SEE CHAA7S #1 ANO A2 FOR OTHER UNITS RA77NGS DESIGN PRESSURE RATING IMPACT RA77NO 25.01-28.6PSF NONE WITH 7-IJ2"SILL SEE CHARTS #SAND #4 FOR OTHER UNITS RATINGS CHART#1 WRH2-1122•SILL WHERE WATER INFIL7RATION RESISTANCE IS REQUIRED. euc-I Ded pressure chart (ps0 ...._ Frarro Sergle Panel ant Total Frolre Wttlh all Height U,0 38A 7200 42o 81.OD 48,0 96,00 Poe N.g Pa Neg Pac Neg Pbs Hey 84.0 0.0 56,4 40.0 60.9 40A 4S7 0 0 88.6 40L 552 40.0 48A 40.0 43.0 32.4 30. 920 dOD 524 40. d A 40,0 40.6 37.1 37.1 9tiA 49A dBA aO. 43./ 36A J8.4 35.0 35.0 CHART #2 Wr1N2-Ir='SILL WHERE WATER INFILTRA770N RESISTANCE IS 1,07 REQUIRED. SEE NOTE 9 SHEET I Design Preasdrn ehert (pso Strtple Panel and Wal FrencWdil 76.0 On 3n,0 00N6 2N 42o 400N4 48.0 100N4Pas50P45oAs eg4 P37o.s19 0 ia 27ag.0 52 52 B 0 4.0 3980 394ta 52A 2eAg 4DbB0eg 6 31d9.6 8 43.1 43.1 38.4 1 38,4 1 35.0 3CIO SEVtSONS DE3MIPRON GATE Al - ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.1" CHART #3 WITH I- I/2" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. uccr" Design pressrre chart ( psO Ftarm gl5 rye Portel and 7btalF,.- W th CN Height 3D'0- 6R00 36- 0 7200 20 8440 48. 0 96. 00 N) Pos Neg Pus Neg Pos Neff Pos Neg 8Q0 25.0 47. 8 25.0 41: TSA 37.4 2H.0 34.4 88.tl D 1 3R3 25A 352 25A 322 920 5A 129 25.0 3 25.0 12 86.0 A 40.7 23A 353 25.0 3.4 26,0 28.6 CHART #4 VJrJH 7-12" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I CHART#5 padzm pressure chsort ( P4 Shale Farrel end Total RWO Wf' N IrO F n He1gM 3R0 1 60.00 315 7200 4ZO 00 48. 0 86. 00 in) Pas Neg Pos Nei Pos Nep Pos Neg 0 478 4T.8 41. 7 I dtl 37.d 37.4 34.4 UA 88.a 452 452 19R3 393 362 3 32.2 32.2 820 429 42,9 1 373 3 2 33.2 33. 3D3 303 86A 40.7 40,7 35.3 353 1. 71, A Number ofanch-I.-fons-qr dred Shale Panel and Total Prorm Wdih On) 30A 20.060 720Hd5 tf[ hmb Hes JambH&S am4 Elliol: 4 4 4 B58 l3 8 6 B MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' x 96" ELEVATION DMWN: OWO NO. V. L. I 08-02249 SC- NTS DATE 10/30/ 13 1.9iEEr2 10 1R I iLlD 9/G TeT; A5eZ0F,** F;:° OR QP fisoNA ls a\ c r, FF HE BE" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6IrFORNUMBEROF LOCATIONS REQUIRED 6" MAX 5" MAX 6" AY aM E G HT 6MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EVMRIORWEW DESIGN PRESSURE RATING IMPACT RATING 33 OPSF NONE WITH 24/32" SILL SEE CHARTS #1 AND 42 SHEET2 FOR OTHER UNITS RATINGS DESIGN PRESSURERATING IMPACTRATING 26.0128,6PSF NONE WITH 1-112"SfLL SEE CHARTS 1I3 AND #4 SHEET 2 FOR OTHER UNITS RATINGS 6" MAX Regslous DESCRIPTION GATE MPFWED ADDED FLANGE AND FIN INSTALLATION 12/70/13 1 R.L. CHART06 Mamba/ orancbor Io Vonsregarred Sk-& PanN and Total UnRlMdTh(In) Hot- 3a0 31110 es.0 aa.0 60.0 770 f,0 6.0 HLS Iamb HAG lamb Has Jamb HAS ftki-1.111, 4 6 5 6 6 6 6 6 J65 6 6 6 6 6 4 6 4 B 1 6 B 6 6 e 6 2" 2 1/32" SILL ALUMINUM 6063-T5.055THICK 5 3/8" 2" 1 1/2" SILL ALUMINUM 6066-T5.056 THICK MI WINDOWS AND DOORS LLC w++RIrLI,,,l 1001 W. CROSBY RD J S • - • CARROLLTON, TX 75006 v"•GE SF,cP= SERIES 420 SGD REINFORCED WITHOUT ADAPTER k' 0 * 96" x 96' FIN ELEVATION p YG a 5p TAT OE <u_ V.L. I 08-02249 SCALE NTS DAB 10/30/13 ISHM3 OF 10 1/2' MIN. EDGE DISTANCE 1 3/6' MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK i BY OTHERS 1/4' MAX_ SHIM 1110 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 It 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCX WSTALIATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHEIS, PIOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WIiHASTM E21 f2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 3 OR SILL OPTIONS MIN. TENT ftEM510N5 DESCRIPDON DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L. 1 3/6" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE 7' O I, n 10 WOOD EXTERIOR SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK INOOD FRAMING OR2X BUCK INSTALLATION BY OTHERS AND OO RS LLCM! WINooWw. cRose J`SRL 1'La i, CARROLLTON, TX 75006 v.'y OENSt.9iP 0 * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96 FRAME INSTALLATION DETAILS o WeF0TATOF4 saOR1t jz`; DRAWN: Owc NO, V.L 08-02249 A L' NTS ° 10/30/13 S02 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL GROSS SECTION METAL STRUCTUREINSTALLATION NOTES., Y. LNTERfOR AND EXTERIOR KNISHES, BY OTHERS, NOT SHOWN FOR CLARmf 2, PERIMETER AND JOLVT SEALANT SYOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E21 f2 L TO BE SET IN BED OF VULKEM 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS q- 7/8" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS MASONS REV DESCRIPTION DATE APPROVW A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 1 /4" MAX. SHIM SPACE o INTERIOR v L EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Mf WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS DRAWN: DWG NO. R V.L T 08-02249 LE NTS I ATE 10/30/13 5xEET5 OF 1 D RENSTOT$ REV DESCRIPTION MTE APPROVED 2 1 /2" MIN- EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLl710N 12/70/73 R.L. a 1 1/4" MIN. o.• a . EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY L 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4' MAX. 1X BUCK 27 q SHIM SPACE INTERIORTOBEMIN. PROPERLY EDGE SECURED DISTANCESEENOTE3 SHEET 1 3/16' TAPCON 3/16" TAPCON CONCRETE/MASONRY e BY OTHERS u EXTERIOR INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE v " OR EQUAL EXTERIOR 3/16" TAPCON SEE SHEET 3 JAMB INSTALLATION DETAIL FOR SILL OPTIONS OPTIONAL 1X BUCK CONCREMMASONRYINSTALL4TKMI MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 a• . T NOTES: a, 1 1/4" MIN. 1.INTMORANDB<7ER10RRN1SH£S,6YOTNEAS, a`• '• . '• . EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE a'. - a I _ DESIGNED N1 ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONC RE1 FJMASONFRY INSTALLATION MI WINDOWS1ANDLLC xS lR l lio W. RD CARROLLTON, TX 75006 M,•C ENSgs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 5 OTA96 x 9 FRAME INSTALLATIOION DETAILS pOF t REV O` S: r10Rltt DRAWN: Dv+c w. os A i s1ONALI SD2T249sV.L E NTS 10 30/13 6 OF 10 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIFNON pG7E MPRoVEO A ADDED FLANGE AND FIN INSTALLATION 12/70/13 R,L. WOOD FRAMING 1 3/8" MIN. OR ZX BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE I 1 /4" MAX. SHIM SPACE 10 WOOD 1SCREWS INTERIOR 1 3/B" MIN. EXTERIOR INTERIOR EDGE DISTANCE F O BE SET IN OF VULKEM 116RUCTONADHESNE1OWOOD UAL SCREWS 10 WOOD CASCREW SEE SHEET 3 FOR SILL OPTIONS EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INS7-ALLA77ON DETAIL WOOD FRAMING OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWSDOORS C R I1 la41W. CROSBYD CARROLLTON, TX 75006 J`55 J v,•G KSfi S SERIES 420 SGD REINFORCED WITHOUT ADAPTER t`o, 6 firir. NOTES - NOTES: 96" 9ST 41. l RAND EX!'EAIOA FINISHES, BY OTHERS, FLANGE INSTALLATION DETAILSL S tl; lc ,4yOO: TAT OFNOTSNOWNFORCLARITY, ZPERIMETER AND JOrNTSE4ANT BY OTHERS TO BE DRaryN: owc ND i R P DESIGNEDINADCORDANCEW?HASTNE211?_ os-50 ?49 A G. r/ 177S'ONAft k\\\ u w1ENTS 10/30/13 7 OF tO METAL STRUCTURE BY OTHERS f10 SMS OR SELF DRtLLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. j- SHIM SPACE JI 10 SMS OR SELF DRILLING SCREW INTERIOR SET IN VULKEM 115 ON ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTEMORAND EXTERIOR FINISHES, BY OTHERS, NOTSHOWN FOR CLARITY. 2 ERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCEWMHASTME2fY2 7/9" Mil EDGE DISTA L 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS i /a" 1AAV REVISIONS DESCRIPTION DAM I APPROVED ADDED FIANCE AND FIN INSTALLATION 17/10/13 1 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC N 1111IIIp//z/ R L..f>,9ii 1001 W. CROSBY RD CARROLLTON. TX 75006 JCS v,•GENs •: p 1('T0,.6J25 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96" FLANGE INSTALLATION DETAILS S 0: TAT OF lrru DRAWN: owc o RAOB-02249 1ct`S/LOAI,P.G` s/0NA1S 1 Sc— NTS — 10/30/13 8HEETB OF 10 2 1/2" MIN. ------...((( EDGE DISTANCE I A 1 1/4" MIN. Y a. EMBEDMENT CONCRETE/ MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPT[ONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE3 SHEET 1 3/ 16" TAPCON EXTERIOR I.I I 1111 INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 3/ 16" TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS a i/4" MIN. a• . e ' EMBEDMENT 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION REVISIONS DESCRIPTION DAME I APPRDVM ADDED FIANCE AND FIN INSTAUATON 12/10/13 R-L 1 Ile MIN. EMBEDMENT 1/ 4" MAX. SHIM SPACE 2 1/2" ' MIN. Dki EDGEDISTANCE d 3/ 16" TAPCON CONCRETE/ MASONRY BY OTHERS o '. INTERIOR u I.— EXTERIOR JAMB INSTALLAT70N DETAIL OPTIONAL 1X BUCK CONCRET& SONRYINSTAI TION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. 1NTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT RY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 MI WINDOWS YOURS LLC ttt tufto W. CROSB CARROLLTON, TX 75006 yJ\ 4` v •-tGENst•; SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0, b126 96" x 96 a FLANGE INSTALLATIONDETAILSy , TAT OF REV y( rp` DRAWN: DWG NO. 08 990F A A is111NALiE0 SCALE SCALE NTsXTE 10/30/13 10 WOOD FRAMING BY OTHERS 1/4U r MAX SHIM SPACE INTERIOR 1 MINN.. 1)n I uEMBEDMENT 8 WOOD SCREW 7/16" MIN EDGE DISTANCE 8 WOOD SCREW 7/15' MIN EDGE DISTANCE EXTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATfON 1 1/4" MIN. EMBEDMENT WOOD FRAMING TRIMBYOTHERSINTERIOR REVISIONS DPSCRIPMN DAB I APPROVED ADDED FLANGE AND FlN INSTALLATION 12/ID/13 I R.L- 1 5/8' MIN. EDGE DIST. d TRIM ° 4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE i BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCOAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM 1/4" MAX 1 3/8" MIN. SHIM SPACE EMBEDMENT INTERIOR INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-8. HOOK STRIP HOOKLSTRIP 10 WOOD #1D SELF DRILUNG SCREW Z SCREWPANELEXTERIORPANELINTERLOCKEXTERIORINTERLOCK HOOK STRIP INSTALLA77ON NOOK STRIA INSTALLATION 2X BUCKAN00D FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC \```S LRI11io,' 1001 W. CROSBY RD A i CARROLLTON, TX 75006 .',,I- At 10W, NOTES., SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9 K x TA L t1 (s( k • 1. 1NT'ERlOR AND EXTERIOR FINISHES, BYOTHERS, ' SS C NOTSHOWN FOR CLARITY. NAILFIN &HOOK INSTALLATION DETAILS : TAT OF >Lw 2PERIMETER AND JOINTSEALANT'BYOTHERS TOBE DRAWN: DWG ND. REV i'`tc.`CORt4?••'` OESIGNEO IN ACCORDANCE WRNASTM E2112 V. DAB OS- 0 49 A NTs 10/ 30/13 10 OF 1D RVASENS 1/2'. MIN. REV I omen ioN DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/05/12 R.. T.. 8 REVISED PER NEW TESTING 10/15/13 R. L13/8" MIN. G ADDED FLANGE INSTALLATIONS 12/05/13 R.LWOODFRAMINGEMBEDMENT OR 2X BUCKLBYOTHERS:ww 1/4" 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE MAX. 4 OSHIM SPACE INTERIOR 10 WOOD SCREW 1/2" MIN. EDGE DISTANCE EXTERIOR II II 11 It II II INTERIOR 10 WOOD SCREW SILL TO BE SET IN 10 WOOD A BED OF 715 L.1 SCREW CONSTRUCTION10N ADHESIVE OR EQUAL SEE SHEET 2 EXTERIOR W000 FRAMING FOR SILL OPTIONS OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK i BY OTHERS WOOD r'F1AhflNGORZXSUCK INSTALLATION 1 3/8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR ANO FXTERIOR 1`7NISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WAN ASTM UY 12 MI WfNDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F. A. 08-00503 aCALE NTS I D^ 02/23/09 VHEET3 OF 9 XNJIIIIIII// v OEMSFgiP' o 1pp*= Act Z 7 F•: ORS: C`\ OAIAL' e' N METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE tTISTALLATTON 1/4" MAX_ SHIM SPACE I 7/8' MIN. RS OR EDGE DISTANCE RILLING~' R #10 SMS OR SELF DRILLING _ SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL METAL STRUCTURE IFEXTERIORSEESHEET2BYOTHERS FOR SILL OPTIONS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION i /4' MAX. SHIM SPACE INTERIOR REVCSIONs m I L>ESORIPTION OATS IAPPROVED A ADDED CHARTS 03/06/12 R.L. 6 REVISID PER NEW TESTING l0/15/13 R.L. C .ADDEO FLANGE INSTALLATIONS 12/06/13 JR.L MI WINDOWS L(C w. cRoseDOORS si PltL0 CARROLLTON, TX 75006 v y GENSEq SERIES 450/440 SGD(Joy&25t NOTES: FO143° x 96" REINFORCED LINTERIORANDEXTERIORFINISHES,BYOTHERS, FRAME INSTALLATION DETAILS y( vf'c, OFaOTATEOF NOT sxouW FOR CLARITY. if`OFS.' P DR«?P2. PERIMETER AND JOINT SEALANTBYOTNERSTOBE' MUM, owc Na Rev G DESIGNED IN ACCORDANCE WITHASTMF21f2 F,A, 08-00503 C scu.E DATE 5HEEr/JJ/ONALii,` NTS 02/23/09 4 OF 9 2 1/2" MIN. EDGE DISTANCE MIN. a EMBEDMENT i 1/4" MIN. 1/4" MAX. d' EMBEDMENT SHIM SPACE CONCRETE/ - MASONRY A :: BY OTHERS 2 1/2" MIN. EDGE DISTANCE OPTIONAL .' IX BUCK 4 INTERIOR TO BE t/4" MAX. PROPERLY SHIM SPACE r ,d SECURED 3/16" TAPCON SEE NOTE 3 SHEET 1 3/16" TAPCON ' b CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR SILL TO BE SET IN o • EXTERIOR A BED OF WLKEM 115 3/16" TAPCON CORN T ACTION ADHESIVE \\\ SEE SHEET 2 ` OPTIONAL 1X BUCK MASONRY/ / FOR SILL OPTIONS SECUREDTO BE ROPERLY CONCRETE SEE NOTE 3 SHEET 1 1 1 /4" MIN. d' EMBEDMENT VERTICAL CROSS SECTION CONCR= MASONRYINSTALIATION 2 1/2" MIN. EDGE DISTANCE R£ NSIONS REV DESCRIPTION DATE APPROVW A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE 114VALLAIICNS 12/05/13 R.L. Fml i e.® IAMB INSTALLATION DETAIL GONCRETE/ MASONRY I NSTALL ATION NOTES: f. INTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOTSHOWN FOR CLARITY. a PERIMETER AND JOINT SEALANiSYOTHERS TO BE DESIGNED INACCORDANCE WM ASTM Elf 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DAAWN: OWO NO. F, A. I 08-00503 xAK NTS I DATE. 02/23/09 ""EET5 OF 9 v,• CENstgd2 r. TA OF = ZORIO1 J000 FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW I WOOD FRAMING j! OR 2X BUCK BY OTHERS 1/2" MIN_ EDGE DISTANCE MIN. MMENT 7lm/",1 SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES. Y. INTERIOR AND EXTERIOR FTNISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH A67M E2YY2 1 3/8" MIN. EMBEDMENT I--- 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF VULHEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8'. MIN. EMBEDMENT 1/4• MAX. SHIM SPACE F.A. REV IDESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. H REVRED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALATIDNS 12/06/13 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR V SUCK INSTAL AT70N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 43O/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS OWO No, 08-00503 DATE 02/23/09 SETS OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUC7URE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARJTY. 2 PERwTER AND JOINT SEALANT BY OTHERS rO RE DESIGNED IN ACCORDANCE WFTHASTM E2Y 12 1/4" MAX. SHIM SPACE a OR 7/8^ MIN. LUNG EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPnONS 1/4" MAX. SHIM SPACE REVISIONS REV OESORIMON DATE APPROVED A ADDED CHARTS 03/06/12 R.L B RMEO PER NEW TE5TING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/0M13 R.L. JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 750CS SERIES 430/440 XIX SGD 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS OWO NO. F.A. 1 08-00503 _ NTS — 02/23/09 F-7 OF 9 t, R I rL .'//' ENsF'9cP G ir y$1p • 9c po T(AATTE OF ` IFS; R ORIOP REVISIONS 2 1/2" MIN. RLV I DEMM TI IN DATE APPROVED CONCRETE/ EDGE DISTANCE A ADDED CHARTS cwofi/12 R.L. MASONRY BY OTHERS B REVISED PER NEW TESTING TO/15/13 R.L. a i - as ° • • 7 C ADDED FLANGE INSTALLATIONS EMBEDMENT 12/O6/13 T/4° MIN. R.L. n a ' 0 1 1/4" MIN. 1/4" MAX. a=I EMBEDMENT SHIM SPACE OPTIONAL 2 1/2" MIN. 1X BUCK EDGE DISTANCEwlrNT=R OR TO BE PROPERLY SECURED SHIM SPACE U E NOTE 3 SHEET I 3/16" 7APCON 3/16" TAPCON a CONCRETE/MASONRY aEXTERIORINTERIORBYOTHERS 3/16• TAPCDN SILL TO BE SET IN EXTERIOR A BED OF NSTRU m AnNFC11v7 OR SEE SHEET 2 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT VERTICAL CROSSSEGTION z 1/2" MIN. CONCRETEiMASONRYINSTALLATION EDGE DISTANCE OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCAETFIMASONRYINSTAU-ATION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2 PERIMMRANDJOIN7SEALANTBYOTHERSTOB6 DESIGNED W ACCORDANCE WITH ASTM E2112 GODM! WINDOWS S LLC 01 W. CROSB CARROLLTON, TX 75006 v, vNGEN6"- S * YSERIES430/440 XIX SGD 143" x 96" REINFORCED srrrliz` FLANGE INSTALLATION DETAILS A4.T4AT E OF ;4Z DRAwN: DwR No. Rev 08-0 cuE ac1ENTS 02/23/09 8 OF 9 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP — 1 1 /4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X SUCK TO BE PROPERLY SECURED 3/l6" EXTERIOR — ? _— PANEL INTERLOCK HOOKSTHIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM MIN_ EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2XBUCIOWOOD FRAMING REVISIONS DOCRIPY10N DATE APPROVED ADDED CHARTS 03/06/12 R.L REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM — INTERIOR HOOK STRIP 10 SELF GRILLING SCREW PANEL EXTERIOR 'INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. Z PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED RV ACCORDANCE WITHASTM E2112 D00 RS LLCMIWWDOWw. cRoAND sBY CARROLLTON, TX 75006 st•RTILQ// GEN SERIES 430/440 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS STATE OF ; 46? d+S/ ORlD.` DRAWN, Dwo No. F.A. 08-005G3 1j NAL1A\\\\ SCALE NTS DASE 02/23/09 sH'ET9- OF 9 10/27/2016 Florida Building Code Online BCIS Home I Log In i User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications ; FBC Staff 1 BCIS Site Map I Links i Search Florida product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R11 COI Cert of Ind Scates 2011 s.odf Standard DASMA-108 DASMA-115 Year 2002 2005 https:/Avww.fl oridabui I di rig.org/pr/pr—appjtl. aspx?param=wGEVXQwtDqufl 1 J RfWxf6u7oj nlOheH %2bR KJ kizESW xAzegKuYBGeGQ%3dp/%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 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: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is,a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description; 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0228 318958 P7.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.1)df 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 R11 II 0229 318959 P8.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoD1ementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.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 R11 H 0230 318960 P10.Ddf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf 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 R11 II 0231 318996 P5.pdf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoD1ementP16 s.0f Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 II 0234 319022 P5.odf FL9174 R11 II Track Suoplement Chart P10.odf FL9174 R11 II WD]ambSuDr)lementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.fl oridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqufl 1 JRtWxf6u7ojnlOheH %2bR KJkizESWxAzegKuY8GeGQ%3d%3d 2l6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.E 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 R11 II 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupolementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 II 0232 318999 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.1)df Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 RI1 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 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 R11 tI 0233 319000 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.12df Impact Resistant: No FL9174 R11 II WDJambSuoDlementPY6 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 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 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Createdby Independent Third Party: Yes 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 R11 II 0236 319024 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuo0ementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 II 0237 319025 P6.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart PIO.pdf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSuoDlementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf'' Created by Independent Third Party: Yes https:// www.floridabui Idi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl lJ RfWxf6u7oj nlOheH %2bRKJkizESWxAzegKuY8GeGQ%3d%3d 316 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0600 319026 P4.odf FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSuvplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 II 0601 319027 P4.Ddf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0602 319028 P5.odf FL9174 Ril II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 ( 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0603 319029 P5.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.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 R11 II 0604 319030 P5.odf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupDlementPl6 s.Ddf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10/27/2016 Florida Building Code Online 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. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.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 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 5120/5140/6100/9100/9400/9600 0609 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 R11 II 0606 319032 P6.pdf F19174 R11 II 319040 P1 Post.pdf FL9174 R11 II Track Supplement Chart P10 odf FL9174 R11 II WDJambSupolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 IL 0609 319035 P5.Ddf FL9174 R11 II 319040PI Post.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSui)DlementP16 s odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.bdf F19174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0608 319034 P4.odf FL9174 R11 II Track Supplement Chart P10.pdf F19174 R11 II WDJambSuDDlementP16 s odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf 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 R11 II 0607 319033 P5.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSupplementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:. Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.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 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 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: https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqufllJRflNxf6u7ojnlOheH%2bRKikizESVVxAzegKuY8GeGQ%3d%3d 516 10/27/2016 Florida Building Code Online W WIN eChxk Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquFlIJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 616 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "oTE s 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 1 9 7 6 780 1 9 7 6 800 1 9 7 6 I I 1 i t 11 ///, No.51737 0 STATE OF 8 4- r/ ass ONA; \\X lII1 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32., THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB (IN) MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT)"oTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No.51737 O STATE OF • - jp,` FCORX pIN, zzSS ONA; _\\NI 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 1 10 13 16 800 1 10 13 15 F. ? cENse rF % No. W37 Ar 0 STATE OF S ON IIII11; 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2- O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Awroved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT 101E4 2500 PSI CONCRETE NOTE i 4000 PSI CONCRETE NOTE i 2000 PSI GROUT FILLED CMU"orE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 1 18 1 N/A 780 16 1 18 1 N/A 800 16 1 17 1 N/A prl S. GENBF o,FtQ No. 51737 O STATE OF F`4SIONAL III 1111 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT Nore4 2500 PSI CONCRETE""' 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLED CMU"oTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No.51737 STATE OF j0•c ••.CORtiOP N . SS/ONX - I116 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 Wagner Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 No. 51737 O STATE OF 0` -! IOR%OP p fl' Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATES, PE 3121 FAIRGATE OR, C ARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NNOLOAD CONSTRUCTION DETAILS. 1 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT 6" MAX. J DOOR WIDTH MINIMUM 2x6 #3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4" 2-3/4" 2) 3/8" SIMPSON TITEN HD SCREW ANCHOR NTH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2x6 q3 q HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4) 3/8" 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". TAI MINIMUM 2000 PSI GROUT FILLED CMU NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2x6 N3 q HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1-1/2 J , \ -1/2" ( 4) 3i WITH 1 LAG S MINIML 1-9/3 SUPPC DETAIL WOOD SUPPORT STIR NOTE: MAXIMUM DESI CAPACITY OF 2430 L SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWING PART NO. I REV. 324620 IP16 REVISIONS Wagno® Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE UQg; 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 3/8" SIMPSON TITEN HO, 2-3/4" MIN EMBED, MIN 6" BETWEEN JAMB BRACKET LOCATION JAMB BRACKET- 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT No. 51737 0 STATE 0 tU Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E. SCATES, PE 3121 FAIRGATE DR. C ARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINOLOAD CONSTRUCTION DETAILS. 2 3/4" EDGE I MIN 2 x 4 SPF (C-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 ----\ EXTERIOR 5/16" LAG SCREW WITH 1-9/32" EMBED IN CENTER OF STUD (t 1/4") FOR EACH JAMB BRACKET LOCATION -J JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NU DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAG FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT I I DATE I NAME i ECCED DRAWING PART NO. I REV. 324620 P16 The Cenuine. The Original. Overhead Door Corporation 2501 S. State Hwy 121, Suite 200 Lewisville, TX 75067 Phone 4695497100 Fax 4695497281 i"sw o v e r h e a dd oo r. co m April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional infon-nation. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 yllifilj K®R No. TM5 STATE OF • ' •/ `: cco TONAL y6) 0 o/S 2 oOverheadDoorCorporationASubsWiaryofSa' HoldingsCorporatwn Horton ranca John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-1117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Wind Loads Section 1609.1.2 ANSI/DASMA 115 - Windborne Debris testing Section 1714.5.3.1 ANSI/DASMA 108 - Static windload testing Test Procedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. Ebw;-,D q tqr FL09174-R7 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. C,/R—G—JQ75) Drawings TABLE 1. FL09174-R7 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 n„ C. Zx 4 WILb / It FL 09174-R7 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. FL 09174-127 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, lcA waa Jo n E. Scates, P.E. ( Florida PE # 51737 51 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC 5tn Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-R9 conform to the requirements of the 5tn Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of 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. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 OW I I `III//// E S co, No. 51737 STATE Ql` ,r'ttl N 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SS8 GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) 118x1" SCREWS INSTALLED IN 13 CA HORIZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE OF 13.75' AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR VAND-BORNE DEBRIS REGIONS. 16 GA MIN HORIZTRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/160-5/8" 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1/8" BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) jBx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VERTI UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/160-5/8" LAG DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW TO 1/4-2Ox9/16' TRACK - ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JS JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACKETSSHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELDULL FOR OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. OU ANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF AND TYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SUOE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16" TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE, -(4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /8xT' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. JOHN E. SCATES. PE 3121 FAIRGATE DR, CARROLLTON. TX 75007 FL PE 51737 TX PE 56308/1'2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP B SHEET C q 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SET NOTE- (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0". (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', JAMB BRACKET SCHEDULE NO. OF SECTIONS NBRACKETS EACH JAMB) TRACK TYPE LOCATION Ul' GLNILRUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 4 6 OI JB), 13 01). 25-1/2" JB , 34 JB , 45-1/4' QI , 53" JB) kHEIGHT 4 6 FAT JB), 10' JB , 21-3/4' JB , 29-3 4 JB), 42' JB , 63-i 4 JB5801JB), 13' 01). 23" JB , 34" JB , 47-1 4" (01). 58" JB , 87" 01), 75' (JB S B FAT JB , tO' JB , 21-3 4' JB , 29-3 4' JB , 48JB , 57-1 4' JB 66' JB 75-1 2" JB IGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE: JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED 70 ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOORGHT HE UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'- 0" ALL 207.2/-230.4 14'- 0" ALL 181.3/-201.6 12'- 0" ALL 155.4/-172.8 1O'- 0" ALL 129.5 -144.0 Wayne® Balton DIVISION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANCED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION CRT 3/15/11 STATIC PRESSURE RATINGS I APPROVED SIZES ISCALE: N.T.S. ISIZ DESIGN ( PSF): +25.90/-28.80 IMAX WIDTH: 16'-0" 1 1 DATE TEST ( PSI +38.85/-43.20 1 MAX HEIGHT: 8'-9" IDRAWN 1 3/8/06 IMPACT/ CYCLIC RATED (YES/NO): YES I MAX SECTION HEIGHT: 21" CHECKED 4/6/D6 MODELS 5120/6100/9100 SHEET 1 OF DRAWING PART NO. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 E: A GRT MRB 2 REV. P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8' CRIMPTTE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH " °. ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB MATH WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END MATH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8" RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-140/8" SELF DRILUNG ATTACHED) I CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE; DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH 0. U-BARS, ALL U-BARS SHALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALUNG ROLLER SUDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20x5/8" CRIMPTITE SCREWS (2 OF INTEGRAL RIB AND ATTACH WITH (2) 1/4-2 CRIMP E SCREWWSS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRUTHRUPRE -PUNCHED HOLE - ' WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH ' 3) 1/4-14x5/8" 3)1/ / PLACE U-BAR OVER INTEGRAL RIB WITH SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/B' SELF BOTTOM BRACKET MUST BE DRILUNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-204/8' DRILUNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. 8x3/4' MIN STAINLESS SCREWS WITH STAINLESS • ' BACKED RUBBER WASHERS 3-1/2" O.C. MAX------- 1 /'a, BEAD GEULTRAGLAZE SSG4000AC I STRUCTURALSEALANTOR I I I11111119m USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT , BRACKET ATTACHED WITH (4) 1/4-147/8" SELF DRILUNG CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) 1741.1112wel 1) 1/4-140/8' SELF DRILUNG CRIMPTTE SCREW AT CENTER LINE OF DOOR THRU J-STRUT & OPERATOR BRACKET. NOTE, J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED FACER STEEL) \ II 11 II JOHN E. SCATES. PE NON-STRUCTURAL 3121 FAIRGATE DR. DECORATVE INNER CARROLLTON, TX 75007 WINDOW TRIM • FL PE 51737 1X PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. ATTACH BOTTOM BRACKET _ TO BOTTOM U-BAR WITH (2) ° 1/4-14x7/8' SELF DRILUNG CRIMPTTE SCREWS------------ IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) Y. 18 CA, BO KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — 4) SECTION DOORS WITH (5) Y. 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — DETAIL F U-BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8" SELF DRILUNG CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE LL DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE f SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-, THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-O", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON 98OTTOM SECTION NON-STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. LITER WINDOW TRIM 2. MATH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER I/4' POLYCARBONATE SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE j, AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE 1 ATTACHED TO THE DOOR NTH 1/4-14x5/8" CRIMPTITE SCREWS. J1 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8" FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SC Wa i,/nc® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9" DF Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CF A DIVISION OF OVERHEAD DOOR C7RP MODELS 5120/6100/9100 VE PENSACO A. FLORIDA132514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9'. ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GIRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION CRT 3/15/11 N.T.S. SIZE: A DATE NAME 1 3/8/06 GIRT ED 4/6/D6 MRB SHEET 2 OF 2 DRAWING PART NO. REV. 318960 P10 Q Q 13 GA MIN CONTINUOUS SPLICE PLATE LOCATION WALL ANGLE m SEE SCHEDULE 11 GA MIN 14 CLIP SEE SCHEDULE - MAX 13 MIN NUOUSCONTINUOUS WALL ANGLE 12" 2) 1/4" X MAX 7/16 SEMI TUBULAR RIVITS 12" MAX SEE CLIP DETAIL 11 GA MIN 1 i CLIP SEE SCHEDULE- 12 " •\, /' MAX 12 LIP LOCATIONS RS> 0.28" MAX SEE SCHEDULE 12" MAX TRACK 13 GA MIN CONTINUOUS WALL ANGLE CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NtNOLOAD CONSTRUCTION DETAILS. 2 TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'-0' 16'-0 18'-0 TRACK REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANCED TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE k CLIP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE q8 CLIP (REPLACED WTH p9 ACROSS THE BOARD). DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11 /OB P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 46.0 PSF -52.0 PSF 091ton 46.0 PSF/-52.0 PSF DATE DATE 46.0 PSF/-52.0 PSF DRAWN 8/21/07 CHECKED 8/21/07 SHEET 1 OF 2 3395 ADDISON DRIVE PENSACOFLORIDA 32514 850) 474-9890 DRAWING PART NO. 307494 SUPPLEMENTCHARTREV. P10 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO IN 2 6 Kin,) MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 1 /8 2-24 1/8 V 2-24 SPF (Gx 0.42) OR _ _ _ TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT 1; MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CONCRETE MOUNTING DETAIL JOHN E. SCATE5, PE 3121 FAIRGATE OR, CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF VANDLOAD CONSTRUCTION DETAILS. WITH MIN, (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICE 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10' - O" 7, 9, 9, 9, 9. 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICHEIGHTPLATE E # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0* 5, 6, 6, 7, 7, 9, 9, 9 14 10'-O" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5. 6. 6, 7. 7. 9. 9. 9. 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3/8" TO 1-5/8" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICPLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'- 0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 1 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICPLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'- 0" 4, 4, 4, 4, 4, 4, 4 6 9'- 0" 4, 4, 4, 4, 4, 4, 4, 4 6 1O'-0.,1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TI TEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE p8 CLIP (REPLACED NTH q9 ACROSS THE BOARD). DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/11 /OB P10 ADDED MODEL 8700. UPDATED TITLE BLOCK CRT 5/2/10 Wayne® DATE NAME Da't®n DRAWN 8/21 /07 GRT I CHECKED 8/21/D7 MRB SHEET 2 OF 2 3395 ADDISON DRIVE PEN 850) A474o989032514 DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 11 '- F cii d Deprtmer,.t BCIS Home Log In ; User Registration Hot Topics ; Submit Surcharge stats & Facts Publications ! FBCStaff 1 BCIS Site Map t Links search Busheso Professibnal 0111S-11PSER wblicAUProval Regulation Product Approval Menu > Product or Aoolication Search > Application List > Application Detail 0 a FL # FL19715 r Application Type New Code Version 2014 Application Status Applied For Comments Archived 10 Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian@sibp.com Authorized Signature Jon Berrian Jonberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I,S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated Summary of Products FL # Model; Number or Name Description http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?parani=wGEVXQwtDgtvA%2bxlnzk l ... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Extruded Vinyl Single Hung Window Certification Agency Certificate FL19715 RO C CAC 2-4-16 CCL- ist.Ddf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO II SWD002 SS 2016-02-03.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73773 Created by independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.Ddf Created by Independent Third Party: Yes Back fdext Contact Us :: 1940 North Monroe Street, Tallahassee F4 32399 Phone: 850-487-1824 The State of Florida Is an AAIEEO employer. Copyright 2007-2013 State of Florida::: Privacy Statement : i Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a public-reoords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact. 850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455,. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ruliM -- sccuritymi:-r v:c.. http://w-vvw.floridabuilding.org/pr/Dr appjtl.aspx?parany--wGEVXQwtDqtvA%2bxmzkI... 2/19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS W TrHIN ATOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS I.E., W ITI OUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR'- WITH LOAD BEARING 9HIM(5). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF I/161NCH ORGREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO. WOOD FRAMING USE #8.WOOD SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF —SUFFICIENTFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN, 3/8" EDGE DISTANCE. 6. -FIN INSTALLATION- FORJNSTALLATION INTO METAL STUD USE #8 SELF-TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS. PENETRATION BEYOND METAL WALL. INSTALLATION SHALL MAINTAIN MIN, 3/8".EDGE DISTANCE. 7, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 410WOOD SCREWS OF SUFFICIENT LENGTH To ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. B. THROUGH FRAME INSTALLATION; FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT, INSTALLATION. SHALL MAINTAIN MIN. 1314" EDGE DISTANCE. 9. THROUG14 FRAME INSTALLATION: FOR INSTALIATIONJNTO METALSTUD USE 910 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE.A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION. ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCKOREDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK: 13. 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 BY THE ANCHOR MANUFACTURER. 14, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY 01`0.55. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF300D P51. C. GROUT - FILLED CMU- UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND UROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK -CMU- UNrTSTRENGTH CONFORMSTO;ASTMC-90WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI: E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL. MINIMUM WALLTHICKNESS OF 47. 8 MIL (0,0473' or L8 GAUGE). MIN. 1/2" EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/16". MIN. 1/2" EDGE DISTANCE. SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2024) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/ WOMA/ CSA 101/1.5.2/A440-08/11 2, ADEQUACY OF THEEXISTING STRUCTURAL CONCRETE/MASONRY, 2X. FRAMING, AND METAL FRAMING AS A MAIN WIND. FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED 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-HVHZAREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DARE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, IN ACCORDANCE WITH THE. STH EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED ORSHALL BE OF A DURABLE. SPECIES AS DEFINED IN CHAPTER 23. S. CLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6FOR GLAZING DETAILS. NON -IMPACT) TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2' ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS. (NAIL FIN) 5 VERTICAL.& HORIZONTAL SECTIONS (THROUGH FRAA1E) 6 HORIZONTAL SECTIONS, BUCK IN5TALLATION,& GLAZING DETAIL MAX OVERALL SIZE CONFIG, DESIGN PRESSURE - MISSILE IMPACT RATING WIDTH HEIGHT 36" 84' O/ X 35 / -35 PSF NON IMPACT 38" 66" O/ X 50./ -50 PSF NON IMPACT 38' 74' O/ X 50/-50 P5F NON IMPACT 36" 77" O/ X 35./-35 PSF NON rMPACT 44" 62" O/ X 50 I-50 PSF NON IMPACT 46" 72" O/ X 35/-35 PSF NON,IMPACT 48" 84' 0/ 5( 20 / -20 PSF NON IMPACT 52" 72" O/ X 25/•25 PSF NON IMPACT 36" 83,75" OIX (ORIEL) 35 / -35 PSF. NON IMPACT 48' 96' O/ X (ORIEL) 20 ! -20 PSF NON IMPACT 72' 62' O/ X-O/X 35/-.35 P5F NON IMPACT 72" 84" 0/ X-O/X 35 / -35 PSF NON IMPACT 76" 62" - O/ X-O/X 50 / -50 PSF NON IMPACT 76, 72" O/ X-O/X 50.1-50 P5F NON IMPACT 76" 77" 0/ X-0/X 25 / -25 PSF NON IMPACT 80' 74" OIX- O/X 35 / -35 PSF NON IMPACT 96" 74" O/ X-O/X 30 / -30 PSF NON IMPACT 108" 62" O/ X-O/X-O/X 50 / -50 PSF NON IMPACT 108" 72" O/ X-O/X-O/X 50 / -50 PSF NON.IMPACT 108'. 84' O/ X-O/X-OIX 25/ Q5 PSF NON IMPACT SilverLine bAAndersen wieoolvs: 000rts ONE S VERLINE DRIVE NORTH BRUNSw K' NJ MB 2 1H:(152)i 5-1000.. H 7. N z- C lD w V z LU moZ > 7 wH woR, LU v x h li. ca ••• ;, N Iz- Y' ¢ i- o 3 u v Z Digitally signed by Hermes F Norero, P.E. S W D002 Reason:I amapprovingthisdocumentFL#: FL19715 Date: 2016.02. 03 09:40:44 -05'00' SHEET: q OF 6 MAX. FRAME MAX. FRAMESilverLine WIDTH 48" WIDTH 48' b.,Andersen ONE 5ILVERUNE DRIVE WA' DRUNSWICK, NJ 08902 H: V52) 433-7000 5 c c 4 o z o5, U') Z MAX. FRAM MAX. FRAME HEIGHT96 a I HEIGHT 96" W . d :;- p QUALIFIED CONFIGURATIONS "Z< Lu ARCHTOPCON G ONS FOR ALL 2901-4901 UR- RATINGS, SINGLE UNIT CONFIGURATIONS U- 1 n. LLI ELEVATION ELEVATION SINGLE HUNG WINDOW SINGLE HUNG ORIEL WINDOW z z MAX. FRAME MAX. FRAME > Z WIDTH 96" WIDTH 108" L.0 LuLn QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS O» if c MAX. FRAME HEIGHT 74" MAX. FRAME .X. .'X. HEIGHT 84" C6 uj tn 3 a; i: Z uELEVATION 4 5 ELEVATION DwG TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5W[)002 SHEET: 2 OF 6 2" MAX: 11" MAX. FROM O.C. CORNERS 11" MAX. O.C. 2" MAX. FROM _ 4 1/2" MAX, CORNERS I O.C.- 4 1/2" MAX. O.L. 2" MAX. FROM CORNERS 2" MAX, NOTE: A4" x 62" AT OR SD PSF SHALL BE ANCH. ANLF!OREJ MAX 6' O.C. FROM .J AT HEAD, TAMR, AND MU CORNERS ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 6' MAX. FROM j-- 20" MAX. CORNERS 1 O.C. 6" MAX. FROM CORNERS r 20' MAX. O.C. J— 6" MAX. FROM CORNERSL ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ 1 __ O.C. MAX. O ANCHOR LAYOUT NAIL FIN -TWIN SINGLE HUNG WINDOW 1 MAX. FROM CORNERS 1 6" MAX'. O.C. I'MAX 1 FROM J CORNERS 6" MAX. FROM 4' 123/MAX, CORNERS O.C. r--I- F M 7 6" MAX. 1 FROM J CORNERS 16 1/2" MAX O.C. ANCHOR STRAP 6FROM' MAX. I _ MAX: O.G. ANCHOR LAYOUT NAIL FIN-TRIPLESINGLE HUNG WINDOW 12"-MAX. O.C. SilverLine 69A17dersen wia oowi.aooas ONE SLLVERLINE DRIVE NORTH BR'JN5 WICK. NJ 08 PH: (752) 435-IOW 3 M v I-. O i F- M r.. 0Zo o x N V IL .. lD o.¢ I X zm¢ lwaj. o: S. Z a K Huimozz iu Ln a I— ly m _ wI — a m z oZ H uJ S LGd. tv B W : N InZs m NYg J VIr P/N 50-2995-2 '^"' p 3 2 z SEE SHEET 5 FOR DETAILS CORNERS P/N 50-2995-2 o - o u SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT ANCHOR LAYOUT SW0002 THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY I i/2" MIN. BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & 2X' WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR 3/8MIN' CONNECTION DETAILS EDGE DIST. B WOOD SCREW IN57ALLATION ANCHOR " " " " " EXTERIOR FINISH BY OTHERS PERIMETER HIM SPACE SEALANT / O. A. BY OTHERS 1 UNIT HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 B VERTICAL SECTION I, HEAD-2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 i EXTERIOR INTERIOR O. A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS I/4" MAX. SHIM SPACE EXTERIOR FINI5H BY OTHERS 0 8 WOOD SCREW INSTALLATION ANCHOR 3/3" MIN. EDGE DIST: 2X WOOD BUCK BY OTHERS SEE SHEET FOR-- --- CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY & 2X 11121, MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT A VERTICAL SECTION 4 SILL-2X WOOD BUCK NAIL FIN SilverLine b Andersen W IM DOW6. ODORS ONE MLVERLTNE MME NORTH ORVNsW a' NJ 08902 PH: ( 752) 435-1000 U m. MIN. 3!8" EDGE DISTANCE o $ ¢ m 1/ 4" MAX. a o ZZ U o M1 SHIM SPACE ppp H N N Q , m O+ 00N '()+ SASH REINFORCING H a W H m c LL SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS w v m ''r-' SEE GLAZING PENETRATION BEYOND 'p q H DETAIL SHEET 6 METAL STRUCTURE N W 00 a.Z m w¢ B GR. 5 SELF -TAPPING SCREW ~ m INTERIOR INSTALLATION ANCHOR P a METAL STUD BY OTHERS, 5EE SHEET I INSTALLATION p NOTE 24 o0 m EXTERIOR FINISH N BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS H O. A. UNIT H WIDTH > v W Lu c HORIZONTAL SECTION 4 JAMB - METAL STUD NAIL FIN 0 Oft FxLu to r T o _ u z DWG #: SW[) 002 SHEET: 4 OF 6 10 WOOD SCREW SilderLipeINSTALLATIONANCHOR3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS b<'A11a015C(1 BY OTHERS SEE SHEET 6 FOR 1/4" MAX. --- 9i CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN a . SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY d" SEE SHEET FOR REQUIREMENTS METAL STRUCTURE BY OTHERS SEE GLAZING MIN. EDGE DISTANCE w xoaws. 000xs ONE 1 1/2" MIN. DETAIL SHEET 6. LVEauvi CME NMTH BRUNSWICK, N1 W9or EXTERIOR FINISH EMBEDMENT PH, (752)435d BY OTHERS INTERIOR lU 6R, 5SFLF-TAPPING SCREW PERIMETER SEALANT 1/4" MAX. _ oo INSTALLATION ANCHOR o H m a, SHIM SPACE.. v 0 z F ooBYOTHERS METAL TURE/STUD OR APPROVED g Z NO O p l MULLION BY OTHERS, O.A. EXTERIOR ( / INTERIOR SEE SHEET 1 INSTALLATION Q h Z w uzUNIT / NOTE 14 HEIGHT r - Fi'. `7 w W w u m z `0 SEE GLAZING J PERIMETER SEALANT r p H p DETAIL, SHEET6. EXTERIOR BY OTHERS N > m w a Lu a UNIT WIDTH HORIZONTAL SECTION C0 SECTION5VERTICALJAMB-METAL.TUBE/STUD OR APPROVED MULLION 5 HEAD -2X WOOD BUCK THROUGH FRAME THROUGHFRAME 5) # 14PANCAKE HEAD SEE GLAZING SCREWS FROM STRAP TO O FRAME, HOLES PROVIDED DETAIL, SHEET b TO ACCOMODATE #14 DID, 4.0000 I-4.0000- H O EXTERIOR INTERIOR 2.0000 -I 2:0000 - j a ANCHOR STRAP, AT TWIN 8 w y TRIPLE CONFI6.ONLY. SEE 0,0620- PLAN ( a/ 4. O. A. / VIEW -ANCHOR STRAP UNIT / ( P/N 50-2995-2)' DETAIL. AT 4:0020 HEIGHT RIGHT FOR INSTALL. REQ. 0.5000 ) 1/ 4" MAX: 2. 3750 Z PERIMETERSEALANTSHIMSPACEBYOTHERS 0.7500( 2)— 3.0000(2)— 60000 INSTALLATION AN P1114 FROMOEXTERIOR FINISH < ANCHOR STRAP TO G ..•.. MIN. BY OTHERS a ' v • a EMBEDMENT PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING, SEE ANCHOR REQUIREMENTS BELOW. PRECASTSILL BY OTHERS a, e 3/ 16" ITW TAPCON 1° ANCHOR STRAP ANCHORING REQUIREMENTS: e Gd,' . • .• ` c. P¢ O`+`^. FOR AINSTALLATIONTOINTALLAION.ANCHOR' /16"IT_APCONSa Oi ti 13/4' MIN. 3/4EDGEDDISTANCE. w m EDGE DISTANCEB. FOR INSTALLATIONTOMETALSTUD, USE.(4) #10 SELF -DRILLING SCREWS, GR. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. I- C, FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. a u u 2 VERTICAL, SECTION 1-1/2" EMBEDMENT, MIN.1" EDGE DISTANCE. a of DWG `#: S Y Y DOOZ 5 SILL-CONCRETE/MASONRY THROUGHFRAMESHEET: 5 OF 6 INTERIOR EXTERIOR Q I INTERIOR _ 0 SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. G VERTICAL SECTION rfl- HORIZONTAL SECTION 6 MEETING STILE , INTERMEDIATE FRAME MULLION T- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 7Z, CC/X), DESIGN PRESSURE +/- 35 PSF 36 X 84, (O/X), DESIGN PRE55URE +/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE +/- 50 PSF 38 X 77. (O/X), DESIGN PRESSURE+/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE+/- 35"P5F 76 X 72, (O/X-O/X), DESIGN PRESSURE+/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE +/-50 PSF STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 X 62, (O/X-O/X), DESIGN PRESSURE+/- 35 PSF u - STEEL INTERMEDIATE FRAME ' SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE -/- 35 PSF Si(verLine byAndersenNOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. wiRoows. 000as ONE SILVERLINE ORM NORTH RRUNSIVIa, NJ OB902 PH; (752) 935-1= 5/8" O.A. I.G. GLASS Z m H O.d W OZZ oN Om v EXTERIOR / \ INTERIOR. N 3 o v 7 "Z zm u w MIN. GLASS w a ¢ m m 1 BITE 1/2" w a Z CO Q ,,g am- L, o a 1/8" SETTING BLOCK 7 H w d w GLAZING DETAIL 1 a 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 I5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4" MIN. EMBEDMENT. 11/ 2" MIN. EDGE DISTANCE 2" MIN. EDGE DISTANCE, CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION bETAIL T w CD V1 CI o M u Z O Q U DWG #: SW0002 SHEET: 6 OF 6 WINDOW DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. Conformance Admrnis=ive Nlanagcmcnt and License (CCL) Systrm5,tnc. rr Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.2/A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109-47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48) " Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440 H 025 3-6 2900/4900/ 70 Series,• 101/I.S 2/A440-08j Class R-PG35; Size tested': 914mm, 2127mm s69241.01-109-471 j/17/2012, 3/8/2017' 914x2127mm (36x84in)-H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219x1676 mm (48x66 in)-H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 914x1930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test 6-H Pressure = 180Pa (3.76psf) 44 025.43 2901/4901J 101/LS.2/A440-08 1`6lass LC-PG50, Size tested,` 965mm` 1676mm) C7074.01` 7/1/2013 965xl676mm' (38x66in')-Type; H; Positive Design Pressure_, DP = 2400Pa (50psf);, Negative Design Pressure', DP) = 2400Pa (50psf); Water Penetration Resistance Test kPressure = 360Pa (7.52psf)s WD-20 10114109 . Friday, May 13, 2016 Page 7 t WINDOW & DOOR .f MANUFACTURERS ASSOCIATION Hallmark@ Certificate of f' Arid S, TrJ C. L y.' ;, .druinistratiiwehfiscra;emrnc. ri Conformance and License {CCL) sxstclrs,s. Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert. com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901, 101/LS.2/A440-08 Class LC-PG50; Size tested 1118mm: 1575mm, C7074.01: 7/1/2013 5/1/2017 1118x1575mm* (44x62in*)- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa. 50psf); Water Penetration Resistance Test Pressure =' 360Pa (T52psf)' 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025A6 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016xl829mmm (40x72in)- Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf i 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-1-1-025.% i2901/4901' 101/I.S.2/A440-08 Class LC-PG50; Size Tested 965mm' 1880mm D7075.01-109-471 1/14/2014 2/24/2017 965mm x 1880mm * (38 x, 74in*) Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52psf) 440-H-025.52 2901/4901 Impact TAS 2011202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 2011202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2015 Page 8 EEZI WINDOW $ DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of >, AMS, NC. E`11- W D MVOA Conformance and License (CCL) A`1S=Y«„,t Systczr's, Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert. com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/i.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.) Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP+50/-50 psf, Missile D, 1321mm 1854mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 1,440 H 025.61, k2900 4900 5enes/2901 4901 Single Hung Window) 101/LS 2/A440 11 Class R-PG20, Size Tested _ t12i9mm; 2134mm tD9957.01-109-47'- 10/9/2014j 8%6/2048 1219mm x 2134mm (48 x 84) Type-H; DP+20/-20 psf; Water} Test Press 150Pa (3.13psol 440 H 025 62} L2900-4900 Series/2901 4901 Single Hung VVindow) 101/LS 21A440-11 Class R-PG25; Size Tested; 1321 mm; 1829mm; ED9957.001-109-47: 10/9/2014! 8%6/2018; 1321 mm x 1829mm (52 x 72)l Type-H; DP +25/-25 psf; Water; Test Press 180Pa (3.76ps_ 440-H-025.63 2900-4900 Series/2901-4901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64; t2900 4900 Serves/2901-4901 Single Hung Windowf i101/1S 2/A440,11 Class LC-PG35; Size Tested' 0219mm; 1829mm; D9964.01-109-47t 1/29/2015; 814/2024: A219mm x 1829mm (48 x 72) TType-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 1440 H-025.651 2900 4900 Series/2901 4901 Single Hung Window; d101/LS 2/A440-11 Class LC-PG35; Size Tested) t965m>mr 1956mm; D9964.01-109-47; 1/29/2015; 8/4/2024, 965mm x 1956mm (38 x 77) 'jamType-H; DP +35/-35 psf; Wate .- Test Press 260Pa (5.43psf)i 440 H 025.66 s2900 4900 Senes/290114901 Oriel Single Hung 101/LS 2/A440-11) Class R-PG20; Size Tested, j219mm,1 t2, 38,3 kE5610,01': 3/16/2015 4/13/2025; i 1219mm x 2438mm (48 x 96)j _ Type-H; DP +20/-20 psf; Water' Press P 0) 440 H 025.67' 2900-4900 Serves/2901/4901 Single Hung 101/LS.2/A440-11' Class G50; SiClassR-PG50; Size Tested; f965mmM ` 1676mm) 1 5611 01-109 47) 3/16/2015/ 712/2024` f 38 x 66 ' Type-H; DP +501-50 psf; Waterl Nest Press 360Pa (7.52psf) t440 H 025.68i 2900 4900 Seriesi2901-4901 Single Hung; 41011I.S.2/A440-11; Class LC-PG50; Size Tested,` 1965mm; 1880mm E5612.01-109 4T i6/1/20151 i 9/8/2025} 965mm x 1880mm '(38 x 74), 17ype-H; DP +50/-50 psf; Water) Nest Press 360Pa (7.52psf)' — WD-20 10114109 Friday, May 13, 2016 Page 9 WINDOW & DOOR MANUFACTURERSASSOCIATION Hallmark® Certificate of AMs, INC. LLJWDMA Conformance and License (CCL) ti AdminL&=i VT MsoWmmk SyStems,Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert. com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)* Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.70 2900-490012901-4901 Single Hung,, 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm, 1575mm. E9219.01-109-47 1115/2016 2/8/2026 1118mm x 1575mm (44 x 62)* Type-H; DP +50/-50 psf; Water' Test 360Pa (7.52psf) 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Press Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in)-H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in)-H 440-H-027.21', 2900/4900 10111.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm: C9952.01-109-47 9l24/2013' 7124/201T, 1829x2134mm* (72x84in*)-H; DP+35/-35; Water Pen. Resist.' Test Pressure = 2601?a: 5.43psf), 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm* (79x60in*)-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-027.23, 2902/49U Twin Single Hung Window 101/I:S.2/A440-11, Class R-PG35; Size Tested' 2032mm, 1880mm C0328.01-109-47 Y051M14 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP+35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested, 1918mm 1575mm C0328.01-109-47` 2/5/2614 9/19/2017 1918mmx 1575mm (76x62in) Type-H; DP +501-50 psf; Water. Test Press 360Pa (7.52psf), 440-H-027.25 2902/4902 Twin Single Hung. Window. 101/I.S.2/A440-08,' Class R-PG30; Size Tested' 2426mm 1880 mm, C0375.01-109-47' 3/5/2014; 1118/2017 2426 x 1880 mm (-96 x 74 in.); Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 10111.S.2/A440-11 127/261, 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf;; Water Test Press 260Pa 5.43psf), WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW & DOOR µ MANUFACTURERS AScrA ory Hallmark® Certificate of AMCS, INC. F ,, Adreri>b va M nagcrnenx Conformance and License (CCL) ` i WDAASilver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-2344228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440- H-027.27 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type- H; DP +15/-15 psf; Water Test Press 180Pa (3.76psf) 440- H-027.28 2900-4900/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) * Type- H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf) 4440- H 027 29 2900 4900 Series/2902-4902 Twin Single Hung 101/1.S.2/A440-11' Class R-PG25; Size Tested) 1918rn 1956mmj E7244.01 109 47: 8/6/2015t 9/8/2025; r v• _ _, _ 1918mm x 1956mm (76 x 77)*) Type- H; DP +25/-25 psf; WateO Test Press 180Pa (3.76psf)) 440- H-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type- H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf) 440 H 027.31: ,2900-4900/2902-4902 Twin SH101/I.S.2/A440 11: ,Class R-PG50, Size Tested) '1918mm 1829mml .E9220.01 109-47; 1/15/2016 1I27/2026' 1918mm x 1829mm (76 x 72)* dType-H; DP +50/-50 psf; Water rTest Press 360Pa (7.52pst 440-H- 027.32 2900-4900/2902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)* Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H- 027.33 2900-490012902-4902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2119/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4,59psf) 440 H 028.14; t?903/4903170 Series,;-101/1S 2/A440-08! Class R-PG50,Size tested; _ t2737mm ;1575mma )B643001 t4/512012; '12/16/2016' 2737x1575mm (108x62in)- H) - , ti_- _ --- -_- 440- H- 028.15 2900/4900/ 70 Series 101/l.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in)- H 440-H- 028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x1575mm*(107x62in*- H 440-H- 028.18 2903/4903 Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW & DOOR Iww MMUFACTURERSASSOCIATION I Hallmark® Certificate of ' . Conformance and License (CCL) Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert. com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs INC. AdminismiyeMaoWment Systems,Inc. . Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 2900-4900 Series/2903-4903 101/I.S.2/A440-11; Class R-PG50; Size Tested' 2737mm: 1829mm C0329.01-109-47 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water; Test Press 360Pa (7.52psf)' 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) A40-H-028.21' 2900/4900/70-2903/4903 Triple Single Hung, 101/I.S.2/A440-11 Class R-PG25; Size Tested. 2737mm, 2134mm E7250.01-109-47 6/21/2015' 10/14/2025; 2737mm x 2134mm (108 x 84), Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psf),: 440-H-028.22 2900-490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in)-H 440-H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psf) 440-H-029.08 2900-4900/2907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 313/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psf) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 ELJWINDOW DOOR MANUFACTURERS ASSOCIATION sHallmark@Certificateof rc 8AConformance W/\w/ D am and License (CCL) .:, Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-2344228 ext 4644 AMS, INC. Admiiaixuwl c Msaagemcnt. ystein,q, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-089.00 5500/5510 Side Lite (Specimen 2) 101/I.S.2/A440-11 440-H-089.01 5500/5540 Transom (Specimen 1) 101/I:S.2/A440-11 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards.. Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) By: 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109-47 11 /23/2015 4/27/2025 11/23/2015 4/27/2025 ttc John McFee, VP of Certification Programs, J DMlt Hallmark By., AC14 Rhonda SchoL7, authorized Representative, AMS 14 Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD-20 10114109 Friday, May 13, 2016 Page 26 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/15/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' O 7 T T cr CG Hermes F. IUorero, P.E. Florida No. 73778 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015ReportNo: 3947 Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method 1a 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 5th 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 5th 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 5th 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 ti BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: 9 AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop k Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), 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 1.50" into the wood substrate. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #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 4/28/2017 Florida Building Code Online BCIS Home I Log In - User Registration ;. Hot Topics Submit: Surcharge j Stats & Facts i Publications FBC Staff 9CI5 Site Map Links Search i 1i'iCla eee A h AA' Product Approval USER: Public User Product Approval Menu .> Prociucgr_A gljr,sion Search > &QQ![0fW1LLisA > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu"@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 C01 RIO - Certificate of Independence PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards ps L sx' k Certified By Florida Licensed Professional Engineer or Architect 5 n FL13192 R4 Eauiv ASTM C1186 Eauivalencv Sioned.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgtskp/p2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAp/o3d°/a3d 1/3 4/28/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 ummaty_of Products FL # i Model, Number or NameDescripEion 13192.1 Cemplank Lap Siding fiber cement lap siding. Limits of Use Installation Instructions Approved for use in HVHZ: Yes 11 FL13`192 R4 II ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf 1 Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathino pdf Design Pressure: N/A FL13,192 R4 I1 Install CemPlank Siding pdf Other: For use in HVHZ install in accordance with NOA 15- I FL13192 R4 II NOA 15-0122:04.odf 10122.04. I Verified By: Ronald I. Ogawa 24121 t Created by Independent Third Party: No Evaluation Reports I FL13192 R4 AE ER RIO-2553-15 Plank metal wood,pdf I FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RI0-2577-15 Plank to WSP Sheathino pdf FL13192" R4 AE NOA 15-0122.04 pdf i Created by Independent Third Party Yes 3192, 2 I HardleP.lank Lap Siding fiber cement lap siding Limits of Use. Installation Instructions Approved for use in HVHZ:. Yes FL13192 R4 II -:ER RIO-2553 15 Plank metal wood:pdf l : Approved for use outside HVHZ: Yes FL13192 R4' II'ER RIO=2557 `15 Plank Shinole CMll.pdf' Impact_Resistant: N/A. - FL13192 .R4 II ER RIO-2577 15 Plank to.WSP"Sheathino.odf' Design Pressure: N/A FL13192 R4 II Install HardiePiank.Siding, odf . Other: For usein HVHZ, install in accordance with.NOA 157- FL13192 R4' II-NOA 15-0122:04.pdf 0122. 04, Verified By., Intertek Testing Services NA Ltd. Createtl by,tndependentThird Party:- No Eva luaiion,Reporfs FL13192 R4 AE ER:RIO-.2553-15 Plank metal wood.pdf FL13192 R4 :AE. ER RIO`-2557-15 Plank 5hinole:CMU:bdf FL131, 92 R4 AE ER-RIO-2577-15 Plank'to-WSP Sheathing pdf FG13192 R4-AE NOA:15=0122.,04obdf. Created by Ind ependentThird, Party Yes . 13192. 3 HardieShingle Individual Shingles I fiber -cement individual cladding shingles Limits of Use ' Installation Instructions Approved for use in HVHZ: No ! FL13192 R4 1I ER RIO-2555-15 Shingle metal wood,pdf I Approved for use outside HVHZ: Yes FL13192 R4 II Install HardieShingle Siding.pdf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No i Other: ; Evaluation Reports SIS' I FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf i; Created by Independent Third Party Yes 13192. 4 1 HardieShingle Panel I fiber-cemer IstaggeredeUmits ofUse ; Installatioi Approved for use in HVHZ. No ` FL13192 R, Approved for use outside HVHZ:;-Yes I FL13192 R, Impact. Resistant: N/A FL1319Z R Design " Pressure: N/A Verified:By Other: Created by Evaluation FL13192 R FL13192 R ied shingle panels (strai ilf round edge) uctions Created by. Independent ht edge tal- wood pdf 9ieShinple Sidinp:pdf g Services NA Ltd, iird Party: No' 65- 15 Shingle metal wood pdf 67 15 Plank Shingle CMU pdf -. iird Party: Yes 13192. 5 1 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf httpsWwww. flor!dabuiIding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnH11D4CXwhKRgKDfIRrxWwZsbgA%3d%o3d 213 4128/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA IS- 0122.04. FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 II ER RIO-2577-IS Plank to WSP Sheathin4 odf FL13192 R4 II Install Prevail Lao Sidinq.odf FL13'192 R4 II NOA 15-0122,04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122,04.odf 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. Copyrieht 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 addressreleased In response to apublic-records request; do not send electronic mail to this entity. Instead, contact theofficeby phone or by t aditionai mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275( I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F. S., please dick here . Product Approval Accepts: M Et 21 edrit Card Safe SeCiITl1 AfE% IDag hfps:llwww. floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgtsk%o2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3/3 Aorida Product Approval Lap Siding For use inside HVH2: o HardiePlank. Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the H.ardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVH2, o HardiePlank Lap Siding fastener types, fastening schedule; and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 err lePlank, 10Lap Siding JamesHardilie EFFECTIVE SEPTEMBER 2013 W INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS``' PRODUCTS Visitk1ma1?mr-iiforthe mostrecent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL`" SMOOTH • CUSTOM COLONIAL`" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE'" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1D0 PRODUCTS OUTSIDE,AN HZ10'? LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE", APPLIES TO YOUR LOCATION; VISIT WWW,HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior OUTDOORS to installation. Installing siding wet or 1. Position culling staiionso hit wind will blow dust away from user saturated may result in shnnl Ige at butt and others in working area. 2. Use one of the following maihods>. joints. Carryplanksoiledge, Protect a Best I. Score and s6np edges and corners tram breakage. James If. Shears (martial, electric or rineumatic) Hardie -is not responsible far damage b. Better: i. Dust reducing dreular sawetFripped with a caused by improper storage and handling Harrne3lade` saw blade and HEPA vacutan oArac0on of the product. c. Good: I. Dust reducing circular saw with a HardloBlade saw b v t oily tise for law to moderate ailthig) INSTRUCTIONS INDOORS 1. Out only tcsing snore and Snan, a or p shears (manual, electric neur iatic). 2. Posidon cutting station In wet)=ventilated area NEVER use: a parser saw indoors' NEVER use a circular saw b4-xle that *does I'd carry the HrdiePlade saw blade trademark NEVER dry sweep — Use wet suppression or HEPA Vacuum Important Nola For mxcinrm protection llowgt respirable dust (rtxhrnuon)„ifs Handle recommends always tisiig TesC-It gel cutting methcdfi whew feasible.. NIOSI-1- a<lixoved respirators can be M in coniunction'with above cutting practices to further reduce dust exposures. Additional mom Information is available ai vnyx,} ameshard a crnn to help you detamirine the most appropriate cutting method for yourlob redo ements. Ifconcern still exists about exp lure levels or Wu do not comply with the above practices, you shculd ahiays oansult a qualified industrial hygienist or contact James Hardie for Anther infaniatim, GENERAL REQUIREMENTS: HardiePlank" lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing See general fastening requirements. irregularities in framing and sit eathing.can,mirror through the finished application.•' information on installing James Hardie; products over foam can be located ill JH Tech Bulletin 19 at www, jamehardie.com A water - resistive barrier is required in accordance With local building code requirements. The water -resistive -barrier must be appropriately installed with penetration `and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardjeWraps Weather Barrier, a non -woven Ron -perforated housewrapl,'which complies with building code requirements. r, When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent- finished grade must slope awayfrom'the building in accordance with local building codes - typically a minimum of 6° in the first 10% Figure 1 Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction construction Do not install James Hardie products, such that they may remain In contact with standing water, water -resistive barrier let -in bracing HardjePlank lap siding may be installed On flat vertical wall applications only, pljwoed or 24"o.csmax For larger projects, including commercial and multi -family pro1Ects, where the span of the oisiteziMng wall Is significant to length, the designer and/or architect should takeihto consideration the coefficient of'thennal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characterisfics:of 113 i" t James Hardie" Siding Products" at www.JamesHardie.com. DO NOT use slain, oil/alkyd base paint, or powder coating on James Hardie Products. INSTALLATION: JOINTTREATMENT One or more of" the followingjoint treatmento tots Figure 2 1 options Naa Inotfnail line is not. are required by code ( as referenced 2009IRC stud present place R703.3.2) t,! g fastener A. Joint Flashing ( James Hardie recommended) ? _ B. Caulking*(Caulking recommended - water I between 3/4" i` corm top is not # 9 iosistiva q hallUB" from of lar>W p for ColorPlus foraesthetic reasons as the y ar erto of plat*, Caulking and ColotPius will weather t= differently. For the same reason, flasi tog do not caulk nail heads on Colorioltls products.) Hardel ank siding C. "H" jointer cover instal planks In moderate contact at bull ldnis 0 orator rtsisuue: barrier c v;' Install 2. 1 1/4'starter "strip to ensure a consistent plankangle leave approprategap between planks and trim, then caulk - Note: Feld pal ntirig over caulldng,may prodtk,e a sheen. ifference Whencom pared to the field painted PdmePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWrap Weather Barrier. consult James'ftdie- at 1-8664fardle or www.hardlewrap.corn WARNING: AVOID BREATHING SILICA DUST Lames Hardie" products contain respirable crystalbre silica, which is'lgibmin to the State of California to cause cancel and is considered by 41RG and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potenlialy fatal lung disease called silicosis. and has been linked wth otfter diseases. Some studies suggest stttokhymayinrrlaselheser6sts. nuringInstallation orh;utdling:( 1) work Intnurloorareas wilhamplevtailition;(7Jusufiltrrremeiunhtrirs for cull inIjorwherenot feaihMrm.dHardietiadeasaw bla"die and dust -reducing circular saw attached to HEPA vacuum; (3) wand dithers in die inint dia(a area; (4) wear a properly. sided, NIOSH-approved dust mask or resprator (e.g. N 35) In accordance with applicable gmeiitment regulatims and manuiwturer lnstinrctiots to furtW I41; 1trespirable siica mposures, During clean-up, use HEPA vacuums or wet cleanup melhods - never My sweep. For further intormatidn,refor to our installafim inslructio>,s and Material Safely Data 9tee1 avalabie aixM1wy.jmnosirartlie.can or by czlieg 1-800AHARDIE (1-800-942=7343). FAILURE TO ADHERE TO OUR WlV NW-0, MSGS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL PUURY OR DEATH. wwlt5 HS11119-P114 6/13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wain. Horizontal Flashing Kickout flashing ;labs, Path, Steps to Siding x Z-Flashing ; r IeairedII` 41iAW Do not caulk* r In 1 2' s Figure 7 Figure 8 Figure 9 Figure 10 figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation,for HardiePlanka lap siding products. Face nailing should only be used where requred by code for high wind areas and must not be used in conjunction with Blind nailing (Please,see JH Tech bulletin 17 for'exemption when doing a repair). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND' NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga, roofing nail (0.1,21" shank x 0.371" HD x 1.25" long) Screws- Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1 /4" long x 0.375" HD) Screws must penetrate 3 thre2dS into metal framing. Nails - Steel Framing ET & F Panelfasta nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4"'into metal framing: 0S13 minimum MIS" 11 ga. roofing nail (0.121" shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). FACE NAILING Nails -Wood Framing 6d AI 13"-shank'x 0167" HD x 2" long) Siding nail (0,09" shank 0.221" HD x2" long) Screws — Steel Framing tlibbod Buglo h&ad.or equivalent (No. 8-18 x 1-5/8" long x 0`.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing, OSB'minimum 7/16" Siding nail (0.09" shankx 0.221" HD 1-1/2" long)' Figure 15 l Figure 16 Minimum overlap for Both Face and Blind Nailing min. 11/4" overlap I 24" race nai 1 114` min. ovedap water,resislive ba Me e Laminate sheet to be removed immediately after installation of each course for ColorPluso products. When face nailing to OSS, planks must he no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; aixl when considering altemative fastening options refer to James Hardie's Technical Bulletin UST13 17 - Fastening Tips for HardlePlane Lam Siding. HS11119-P2/4 6/13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized,are acceptable but may exhibit premature corrosion. James Hardie recom mends. the, use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended vvhen installing James Hardie, products near the ocean, large bodies of water, or in very humid climates. Manufacturers of AGO and CA preservative: treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot flipped zinc -coated galvanized steel or stainless steer and in accordance to 2009 IRC R317.3 or 2009 IBC 2304,9.5. Consult applicable productevaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may "riot be applicable to all areas where Local Building Codes Have speck jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A') Do not over -drive rail heads or drive nails at an angle. If nail is countersunk, fill nail We and add a rail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB. or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with 'a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the. fastener is driven snug with the surface of the siding. A flush mount. attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. if setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). snug flush Figure A countersunk, fill & add nail Figure B WOR DO.NOT DO NOT under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie Products. James Flardie products must be painted within 180 days for printed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -,rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges, James Hardie .touch-up kits are required to touch-up Colorf?lus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or Higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with -the caulking/sealant manufacturer's. written instructions. Note: QSI Quad as well as some other caulking manufacturers do not allow tooling: COLO RPLUSU'TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care: should be taken when handling and cutting James Hardie@ ColorPiusO products. During installation use a wet soft cloth orsoff brush to'gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and flail heads using the ColorPlus Technologyteuch-up applicator. Touch-up should be tised sparingly. If large areas require touch-up, replace the damaged area with new HardtePlank• lap siding with ColorPlus Technology: Laminate sheet must be removed immediately after installation of each.course, Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus-product dealers Nate: James Hardie does not warrant the usage of third party'tourh-up or paints used as touch-up on Jamm Hardie ColorPiiis products, Problems with appearance of performance arising from use. of third party touch-up paints or paints used as touch-up that are riot James Hardie touch-up willnot-be covered Under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIEQ° SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application; Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriining Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods; and.application temperature: DO NOT caulk nail heads when using ColorPlus products, refer to the GolorPlus touch-up section HS11119- P314 6/13 COVERAGE CHARPESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANe LAP SIDING WIDTH SQ 5114 6114 7114 7112 8 8114 91.14 9112 12 1 SO =100 sq.fL) (exposure) 4 5 6 61/4 6 314 7 a 8114 10 314 1 25 20 17 16 15 1.4 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 68 83 65 8 200 160 133 128 119 114 100 too 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 fit 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 1`3 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 14R 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 23B 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual Lis age is; subject to variables such as building design: James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITION: In accordance with IMES Evaluation Report ESR-2290, HardlePaniO lap skiing is recognized as surfahle allemale to that specified in: the 2006,2009,620121rdernational Residential Code for One and Two-family Dwellings, and the 2006, 2009; 8 2012 Intematiatal Building Code,. HardePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL4889, Dade County, Florida NOA No. 02-0729 02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product EyaluationEC-23, Cityof New York MEA 223-93-M, and Califarnia DSA PA•019. These documents slwukI also be consulted for adidilidnai mformallor concerning tie suilabd'Ay of this proritkt or speoificamkrakris. Q 2013 James Hardie Building Products. All rights reserved. TK SM, and adenote trademarks or registered trademarks of James Hardie Ted .nology Limited. n is a registered trademark of James Hardie Technology Limited. Panelfast is a registered trademark of ET&F Fastening Systems, Inc Additional Installation Information, Warranties, and Wamings ate available at www.jameshardie.com James's ardie p , HS11119•P414 6113 MIAMI DADS MTAMT-DADE COUitTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF RE, GULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD11M IISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.eov/econornv James Hardie Building Product, Ire. 10901 Elm- Avenue ' Foutana, CA 92337 SCOPE: This NOA is "being issued under the applicable roles 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 -bade 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 faits 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. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled' "HardiePanel, CemPanel, Prevail Panel; HardioPlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E,, bearing the Miami -Dade County Product Control. revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING; Large'and Small Missile Impact Resistant LABELING: ik permanent label with the manufacturer's name or logo, Plant City, Florida, and, the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County ,Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. 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 ally portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided.to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 013-031.1.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The "submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-6122.04 Mt Ml•DADEC )LINTY Expiration Date: May 1,2017 Approval Date: April 9, 2615 3 /36 fv Page I -- Janes Hardie Buildina Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePaael, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.E. B. TESTS "Submitted colder NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted wider NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS L None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h . edition (2014). FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. Carlos M._ Utrera, P.E. Product Control Eaaininer NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 DF_T9tLA Vl1AL1 I ENGT Stud Spacing at 16' O.C. OF Nails at 16" O.C. (typ-) 318" Minimum Edge Distance sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, XITPrevail Panel Siding r . Water -resistive barrier per r— Florida Building Code Section 14D42 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section23223 L2" X 4" S-P-1= Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 18" thiCk / 5 ply APA rated ptywcod sheatlti ng in accodanoewith Florida Buildng Code Section 23223 Watervresistive barrier per Florida nlding Code Secion 1404.2 r x 4" s-P-F Wood Studs HardiePanel, S_ECTION 6-B Cempanei, Prevail Panel Siding PRC)DUCT DESCMPTION HardiePanelO. Cerapaneig, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade [I. Type A and meeting the requirements of the Florida Building Code. t NEL DIMENSIONS Width Length Thickness 48,9,1D' 5116" DESIGN PRESS101 RATING installation Design Pressure Wood Studs -76 psf impact Resistant — Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing HARDIE1PAIVEL,`CENfPANEL, PE2EVAGL PANEL SIDING INST/1 l Z101d DET_A1LSAllinstallationshallbedoneeinconformancewitthisNoticeofAcceptance' the manufacturer sinstallationrecommendations, and the applicable sections of the Florida Building CodeWoodstudswhereHardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.OA 1 LNote 1] 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 23223. APA rated plywood sheathing supportedThesidingpanelsshallbeinstalledoverSIT, thick 15 Ply by a minimum of 2"X4" S=P-F wood studs spaced a maximum of 16" 0_C. Mote 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, D.092" shankdiameter, corrosion resLs, M siding nail; the fasteners shad be spaced at 6" O.C. at panel edgesandintermediatestuds; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" anal a minimum clearance of 2" from comers. Creator. F_ Gonzales HARDIEPANEI, CEMPANEL PREVAIL PAiVEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION lames Hardie Building Products, inc. loeol am Avenue Fontana, CA 92337 FSOM NO oWt+NO A , y PNL-PLK-SOFT 112" =1-0" I Date: 4124rzo13 ISr r 1 OF 12 Fastener Spacino per Florida Building Code Section 2322.2 P6Zlk'7 JC; S.a m !Io6 wieh dve •lFlaiti8s amoeQ code AccepUmw MO 4-01 Z _ PROPL=REVISED a,Ath.-mrkla iN ne I*rod a eenuv3 Fastener Spacing per Florida Building Code Section2322.3 I l jj1II• t eE r J Cladding Framing Sheathing STA -Cc`[ J FRA)i111NG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3-1/2" 9Sd COMMON NAILS. (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATF-(ING NOMINAL 518" THICKI5 PLY APA RATED PLYWOOD ° HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 L4DD J±1GG,fames Hardie Building Products, Inc. THE PANEL 1S FASTENED WITH 2' LONG; 0.223 HEAD 10901 Elm Avenue DIAMETER, 0.092'' SHANK DIAMETER, CORROSION e - RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-63C0 sm FSCM No DWG NO Fax 909-427-0634 A PNL-PLK-SOFF Creator, E. Gonzales SCALE V = T-0" Date:412412013 SHE T 2 OF 12. 1 I WALL HEIGHT WALL LENGTH Stud Spacing at 16" O.C. 3/8" Minimum D_ETA- la xo -ol a4 /T' No. 24 STATE cl'' 'CQAI Distance Nails at 6" O.C. (typ.) Sheathing fastener, as described in Note 1. Panel fastener, as described in. Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 14D4.2 I 5/8" thick 15 ply APA rated Lplywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1.5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE PRCID LLQ DESCRLP-.1A HardiePanel& CempartelS, & P1'evailS DETAILA Panel Sing materials are nonasbestos 518" thick /5 ply APA rated fiber -cement Products tested in plywood sheathing fastened accordance with ASTM C1186 Grade It, to metal studsas described Type A and meeting the requirements o in Note t the Florida Building Code. PAN€L DLMEN_S_19M Water -resistive Width Length Thicdcness barrier per Florida 4' 8,9,10' 5116, Building Code Section 14042 DESIGN ?ESSLiR> R.4Tt1 lG Installation Design Pressure 20ga, 3- 5/8" X 1-V8" Metal Studs -104 psf Cstud 11. 1, Metal HardiePanel, impact Resistant— panel installed over 5/8" thick / 5 ply Ge APA rated plywood sheathing Pa, PrevailPanelPrevailSidingHAF QIEPANEI CEMPANELLPEZEVAIL PANEL 3lDWG (I SJALLATION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. R Metal studs where HardiePanel; Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Arc, itecz per the Florida Building Code. and the requirements of this N.O. A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter X 1-114" long bugle head screw The siding panels shall be installed over 5(8" tnic:< / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 35/8" X 1-5/8" Metal C-studs spaced a,ma)omum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/6" long, ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O,C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers.. Creator, E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SCALE 1rz" = 1'-0" 0 G NO I REV PNL- PLK: SOFF 1 Date: 4124/ 2013 sri=_ET 3 OF 12 pRODl1C;; RED as c=vlYnffi +i lbe.-t cidla PFci f'-'1lGr ny cc u 1 F L2MiNGNOMINAL 20 GAUGE 3-S18" X 1-5t8" STEEL STUDS 16' O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATki1NC x NOMINAL 5l8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0.8-18, 0 315" HEAD DiAMETERX 1-1/4' LONG BUGLE HEAD SCREW CLApD[N_G_ THE PANEL IS FASTENED WITH NO.5-18, 0.315" HEAD DIAMETER X 1.518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE -AT LEAST 3FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C.AT PANEL EDGES AND INTERMEDIATE STUDS 6.00En. Cladding 1 I l /f 1 / Framing II Sheathing Il I,I II L•I I.I " I I I I f JxvENi/ii, F No. 121 II II -o STATE OFF O N At - FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACT[ON AND GRAVITY LOAD ARENOTPARTOFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS} HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL MD CONSTRUCTION lames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 hone; 909-356.6300 S=; r w Fax 909-427-0E34 A PNL-PLK-SOFF Creator. E- Gonzales ScuE Date! 4/24/2013 sN=r 4 OF 12 Stud Spacing at 16, O.C. WALL LENGT'ri T 4 Bwrk**Code WALL HCIGHT i ` , I+•ks7N I ad C.aotroi 1 i ( i LL -- s B •E- nn\ T IS at 16.io O.C'., \Y,Y•/ rrr' 1111//11/'!• 3/4" Minimum Edge Disiance jjE TA Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 4 J' 5/8" thick 15 ply APA rated plywood sheathing.iastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in mrnnfiancevvith the Florida Building Code. Sty PF20DUCim SCR4PTI N HardiePlank®, Cemplank. DEi' A1LA Prevail e Plank Up Siding materials are nonasbestos fiber -cement ickl5plyAPAtestedinaccordancetivitiy ratedplywoodratedproductsASTM C1186 Grade it, Type A and sheathing meeting the requirements of the a a h Florida Building Code_ Florida Buif ng Code richBllcfinSection 2=3 PANEL p-(mi ,NSLONS vvater- resistive Vlfidth Length 'Thickness barrer per Florida 59-1/2" 12' 5/16" Bu9d- M Code Section 14042 p1G1+tSSUF E RA ft%G 2'- X 4" S4%F Installation pesign Pressure r_ Wood Studs Wood Studs -92 psf XWLap Siding Impact Resistant— Planks' installed over6/8" thick /5 ply 1- 114-taBX5/16" APArated plywood sheathing thick starter strip HAtL t RLAllI,1C CMP_LIgNK i_tCtYJ{4-w? All instalationshaIIbsdoneinconformancewiththis Notice of Acceptance, the manufacturePs installation recommendations, on tl the applicable sections of the Florida Building Code Wood studswhereHadiePlank, Cemplank Prevail Lap Siding will be installed shall be desloned by an Engineer orArchitectpertheFloridaBuildingGodeandtherequiemerrtsofthisN:O A Note 1j518" thick / 5 ply APA rated pIyvrood sheathing shall be attached to the studs in accordance with Florida Suildng Code Section 2322.3. Planks shallbeappliedhodzordallYcommencingfromthe bottom course of the vdall with 1-114 wide laps atthetopoftheplanksuchthattheexposureareaofeachplankis58-141 vertically_ Note.2] The siding fastener shall be a 2-1/2" long, 0.223 head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s &14' O.C. vertically and sheathing, o fasteners fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood g• are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be,plared over studs. The planksshallbeinstalledover5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of2"X4" S'-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". Creator. E. Gonzales. A HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION lames Hardie Building Products, lnc- 10901 Elm Avenue Fontana, CA92337 DWG NO I nF PNL- PLK- SOFF 1 1/2 - 1'-o" Date: 4/24/2013 `SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 I Fastener Spacing per Florida Building Code Section2322-3 . 0.75n T a5 ca-oy-g+tbm-rk-as Bm1EWS CA,& By a& Rw.,e 6- s$.25iR. i E& M1NG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-11T 16d. COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHE,4Ti i1NG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING PLANKS.OVERLAP 1-114" THE EXPOSURE THE.PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NA1LS,-PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOt\' in. Cladding Framing Sheathing R[tODi=REWSM- 1S-0 zZZ STATE OF ' NAL ,,Y FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND'6f(AgFIrY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) JVALL LENIGTI 1 SEE PP OLLCT QEaq!RJPTi 0 ,CL PrevaillD Plank Lap Siding materials15plyAPA Stud Spacing at 16'0.C- DETAILA HardiePlank&, CemplankO, and tarenonashestosfiber -semen7ratedplyvmDd sheatl*ig fastened products tested in accordance with ASTM C1 186 Grade 11, Type A and to imetal studs as meeting the requirements of thedescribedinNote1FloridaBuildingCode. as Wi1b6&FTc6& W i COSbarrier per Florida aL K DIME- -$JL _&N 4EN QNA HEIGHT BuDding Code Width Length Thickness r+lori 14042 :s 9-1/Zl 12! 5116'! 04 11Y 4z k 20ga, 3-5/8' X 1 -5/8', DESIGN PRESSURE RATING Yi, Installation Design Pressure61AI Ka:r6le =Ianlc Metal Studs -92 psf Cemplank, Prevail CTIO L2p S11ding impact Resistant - 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) NA111111 .1 I-1W t4X 516" Planks installed over 5/8" thick 15 ply APA rated plywood sheathingtliickstarterstrip QE-TAUL16 HARDIEPLANK CEMPLAN.LC _PREEYA-ILJLAP _SIDING INSTALLATION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlanK, Cemplank, Prevail Lap Siding will be installed shall be designed by an PRObUCr Engineer or Architect per the Florida Building Code and the requiiements; of this N.OA aq'bmwYov &C Florift p4ote 115/3" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel Siding fastener, as edges and all intermediate supports using a No.8-1 8, 0.315' head criameter x 1-114" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps atdescribedinNote2 the top of the plank such that the exposure area of each plank is:9 8-IX vertically- S Water -resistive jNote 21 The Siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long* bugleIav head screw aver metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The sidling is HairdiePlank, fasteners are driven into metal studs through 518" fastened -, 8-1/4" O.C. vertically and I G" O.C. horizontally; Cemplank, approximatelythick15plyAPAratedplywoodsheathing, fasteners are placed in the overlapping area apprOdmately Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimumWater -resistive 20ga, Nominal 3-5t8" X 1-,5/811 Metal C-studs spaced a maximum of 16" O.C. barrier per Florida Fasteners shall have a minimum edge distance of 3/8". Building Code Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 6/8" thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Inc. metal studs as described in 10901 Elm Avenue Note I Fontana, CA 92337 209a, 3-5/6" X 1-5/8" Metal C-stud Phone- 909-356-WOD SIZE FSCM NO The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE 1120 = 1 W :4124/2013 1 SKEFr 7 OF 12 1 6.00in. j.- 0.75in C00piyiEWmidLthC FkXi& a-M-9 CO& w—pt-- No T 'dick Prot s8.25in, FE2gIMJ.I-1G NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE Si EA_T_HjNG NOMINAL5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHI NG TO METAL STUDS AT 8- OC AT:PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW QLADDIKG PLANKS OVERLAP 1-114' THE EXPOSURE IS s 8-19' THE PLANKS ARE FASTENED WITH NO, 8.18, 0.315" HEAD DIAMETER X 2-1/4• LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATINGTHE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. OC-1{ / Claddina Framing 6.00in.00 I I Sheathing j ! 1 I' REMM A o. 121 7* WE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 14 WALL LENGTH-----IStudSpacingat16" O.C. i WALL 1EIGHT i Ve" Minimum D_i~TAIL A SEE DETAIL A 2" X 4" S-P-F Wood Studs HardieSoffit, Cerrisoffit Per QQMCTBESCR oN HafdieSoffitO & Cernsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code, SOFFL7 DtMEfiSIONS Width Length Thickness 4' 8' 14, p S_iGN _-,k Sg9E-RATfNiG Installation Design Pressure Wood Studs -70 psf OGAYj/ o No- 4 21 STATE OF ZORO HARDIFS_OEF_tTIZFMASQF_Elt—NEL_(C ST,LLAJJON QU..A[L_S. offit fastener, as a An installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. R Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA HardieSoffit, Cemsoffrt s The soffit shall be installed over minimum ZIX4" S-P-F wood studs spaced a maximum of 16" Q.C. Note 11 The soffit fastener shall be a T long, 0.223" head diameter, 0.092" shank diameter, corrosion resistantsiding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" aC. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. Nails at 4" O.C., REMM Distance ercoymS wA dw Florid8 BaDding co& rho D 1 k vmdue Minimum 2" X 4" S-P-F Wood Studs The waR and soffit frames are to be designed by'the Architect or Engineer of Record In compliance with the Florida Building Code. Creator E. Gonzales PRODUCT REVLS M 0*6 -itb me Freida euttei% E ode nacepra wo No 0-03 ! 1,e7 s`4 BY ProQ seteorrent HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 n DWG NO PNL-PLK-SOFF SCALE 12" = t'-0" { Date. 4/24/2013 ISHEET 9OF12 4.uuin.-4-+ ta---wuuin. Cladding Framing 4.00iTn rsebLgcrREwwm MODUCrREVIS'W It ' 'OGAW sI, wi b at Fkcwls as c0=71yiw with tea k10eift ! i todle $tt<l ug Cow 7 `, Aooepttteee -0 Acoco t — NO C DtsQe O!• Ew:cn6mIke. J ' '/% 1 116" Pf Orz-a =CUA STATE OF = : FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 18" O.C.. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVTiY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL. AND SOFFIT FRAMES ARE TO BE DESIGNED Bl' THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLAbD11•IC ,; THE SOFFIT IS FASTENED WrTH 2" LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hartle Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 SIZE PSCM DV s NO REV Fax 909-427-0634 A PNL-PLK-SOFF I Greater. E Gonzales SCALE 1"=11-0." Date: 41242013 sr+-Ir 10 OF 12 WAI1 LENGTH I SEE Stud Spacing. at 1S' O.C. DETAIL A ems_ i I tNALL 0GHT 1 DI p,IJ A 3/8" Minimum P QDIJCT DESQREPTLQN HarmeSofft $ Cemsoffite materials are nonasbestos fir -cement products i j tested in accordance with ASTM C1186 i -- 1 Grade 11, Type A and meeting the requirements of the Florida Building Code. i• 20ga, 3-5/8" X 1-5/8" SQFI_iT DfMENS10N5 I MetalGstud Width Length Thickness 4, $. Y„ HardieSoffit, DESIGN ESSPRURE RATI—Nq Cemsoffrt Installation Design Pressure t. Metal Studs SECTION B-B-B IPRODifCT bLEvtSED Nails at6"O.C.(typ.) PR13UEiCr, 'US ecrroy=awimthtfkxsda ge DistanceftA No I.3'03 l C i 0. 12No STA7-E OF J I, ARpiESOFFIT_QEMSOF_FIT ANEL_INS.[ALLATIOI DETAILS .ONAL E,k to oil AD installation shall be done in conformance with this Notice of AcceptancP!i,,&MAhufacturers installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A The soffit shall be installed over minimum 20ga, Nominal 3-5/8"X 1-58" Metal C-studs spaced a maximum of 16" O.C. HardieSoffit, Cemsoffit IHoe, 11 She soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4• long` ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal • fram ng);the fasteners shall be spaced at 6" 0.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. a HARDIESOFFIT, CEIVISOFFIT PANEL mg(35m) INSTALLATION DETAILS METALSTUD CONSTRUCTION 209a, 3-5Z' X 1-5/8" Metal Gstud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida. Building Code. Creator. E Gonzales. James Hardie Building Products, Inc. 10901 Sm Avenue Fontana, CA 92337 PNL- PLKSOFF 12" = V-0" j Date: 4/2412013 I SHEET 11 OF 12 . REV 6.UGItT. IO.0 VII [. Cladding Framing 6.00ln. M0DUCC 6EViMw sooef+iyi'gvriN ebcFloiiis x;pg Fj p PwA e tb S / anaoa tboFiorida ! f ji»i i r T t' tip sr , C gt FLORA.," Fi2AMMG. NOMINAL 20 GAUGE 3-5/8" X 1-5J8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER•TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THEWALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CIJ DD}NG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-1/4" LONG CORROSION RESISTANTRIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James. Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE _ 10901 Elm Avenue STUDS o Fontana, CA92337 Phone: 909-356-6300 SIZE FSCM NO D` 4G REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAua V =1'-0" Date: 4242013 Sir 12 OF 12 44-8/2017 Florida Building Code Online BCIS. Home i Log In User Registration Hot Topics Submit Surcharge ! Stats&Fac b'rPoductApproval usER; Public User Product Approval Menu'> PLodyct or A2Dlication Search > Aonlicatian List s Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 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 Brahman@aluminumcoilsinc.com TechnicalRepresentative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634' 813) 249-9742 PFrost@aluminumcoilsinc. com Quality. Assurance Representative Address/ Phone/Email Links i Search 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 Zachary R. Priest. the 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 R3 COI ALC15001 Evaluation Report 2014 FBC Q4'T4 Soffits'odf Referenced Standard and. Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https:// www.floridalbuilding.orgtprlpr_app dti,aspx?param=wGEVXQwtDquk,24AUC%a2fEHMrNrkL4bysALEZSXMjsX5GEO%2fiCXzYpyxA%o3d%3d 1/2 4/28/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/05/2017 FL # Model, Number or Name - 12194.1 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 FL12194 R3 II ALClSO01 Evaluation Resort 2014 FBC 04 T4 Soffits.odf Verified By: Zachary R. Priest PE774021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399:Phone: 650-487-1824. The State. of Florida is an. AA/EEO employer. Copyright. 2007-2013 State of Florida..:: Privacy .Statement r: Accessibility .Statement :: Refund Statement Under Florida law, email addresses are publicrecords. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact they office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. --Pursuant to Section 455. 275(.i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emailaddress If They have one, The emalis: provided may be used for official communication with the licensee. However email addresses are public record. If -you do notwish to supply a personal address,, pl ase provide the Department with an.emall address which can be made' available' to the public: To determine if you -are -a licensee under Chapter 455, F,S., please dick here . Product Approva I Accepts; r ® R Credit Card Safe sec Way,, ' TRIGS° httpsJ/www:floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO`/a2f1CXiYpyxA°/a3d°/a3d 2/2 TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of. Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE51" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www. aluminurncbilsihc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE. Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Issued August 27, 2015 Entity, Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986` LIMITATIONS 1 This report is not for use in the HVHZ. 2. Design wind loads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC .Section 1710.9.2 and 1710.9.1 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 6.1 G20-3. PRODUCT DESCRIPTIONS 3/ 8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" 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. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Fladda.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. lij- CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2)lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16, fI&L VFNI'. 1tl-CEt 7Efi_VENi. 12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-1'4 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin:ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001. FL12194-R3 Page 2 of 3 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Y 2015.08.27 No 74021 07:05:00 p cc04'00f O. STATE OF :441 A. O R t 4 N.`` Zachary R. Priest, P.E. Florida Ss;1)NA N `` Organ nation No.a AfVE9641on No- 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in'anyother entity involved in the approval process of the: product. APPENDICES 1') APPENDIX 'A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C —Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15. 001 FL12194-R3 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, LLG 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 1710.9.4. 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: ALCI5001 a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o_c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location l FL12194-R3 1 of 7 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 throughout1he duration forwhich this report is valid. This evaluation report does not express nor imply warranty; installation, recommended. use, or otherproductattributesthatarenotspecificailyaddcessedherein. CREEK TECHNICAL SERVICES, LLC d: 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener ALUMINUM COILS, INC Soffits Approved -System Numbers and Definitions 12F7#. proved "S stems for 124nch Overhang,with F-Channel 12J4 Approved Systems for 124nch Overhan with J-Channef 16F-# Approved Systems for 164nch Overhang with F=Channel 16J-# Approved Systems for 164rich Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J- . Approved Systems for'24-inch Overhang with J-Channel Appendix A Approved Systems"for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel`. MDP No. Width iPs Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-inch head dia, nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 42F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown. staple Spaced 16-inch 0.072-inch dia. x min.3/16- 40.0 24-inch o.c. O.C. Inch head dia. trim nail spaced 36-inch o.c. Max` Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 12F-2 16-inch Wood. crown staples in diamond pattern Wood crown staple spaced "$-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. antl'secunng each panel lap head diatrip nail spaced 48- 64.2 inch o. c. 12F-3 Max Masonry One (" 1) 14 ga. 5/8-inch long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long,x 0.072- inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o:c. crown staple spacetl.8-inch o.c. head dia. trip nails aced 48- p 2and securing each panel lap inch o.c. AL015001 FL12194- R3 Page 2 of 7 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 -thin report 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 PanehAtitachm"ent 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 staple1 OA72 inch dia. x min. 1/4-inch d8 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 164nch.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 staples spaced max. 0.072-inch diameter finishing nail with min. 3116- 53,312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel l ' p 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.1/44nch crown x 1- 1 -inch leg staples spaced max, 0.072-inch diameter 16F-2 12-inch Wood. inch leg staples in diamond pattern Wood 4-inch o e. and securing each finishing nail with min. 3/16- 53.3 spaced 16=inch o.c; panel lap inch head spaced 12-Inch c-c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 9 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 3l16-inch head dia. trim. nail. 25.6 inch o.c. o.c: spaced 36-inch o.c. Three (3) min.:314-inch x 1/4-inch One (1) min.'1 3/4-inchlong 1; 6F-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. 114- 27 16- inch spaced 244nch o.c. crown staple spaced 8-inch o.c. inch head :dia. trip nail 36;1 spaced 48-inch o.c. ALC 1`5001 FL12194-R3 of 7 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, L.LC CREEK 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. 114-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1)14 ga.,5/8-inchlong T:nail Wood 1-inch leg staples spaced 4- flng pinch diameter finishing nail with min. 3/16- 43.3164nch. spaced 8-inch o.c. inch o.c. and securing each. inch head pacedpaneltap16-inch o.c. Max. Three{3) 18 ga 114-inch crown x 1- One (1) 18,ga. 1/4-inch crown x, One (1) min. 1-75-inch x 0-072-inch diameter 16F-6 16-inch Wood. inch leg staples m.diamondpattem Woodfinishing spaced-4- 1-inch leg stapleand securingincho.c: and securing each g nail with min. 3/16- 43.3 spaced 16-inch o.c. panel' lap inch head spaced 164ch o.c. Approved Systems for 164nch 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. 3/44nch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 16-inch Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 114-inch long x 0.072-inch dia. x 23.5 spaced 24-inch o.c. crown staple spaced 8-inch o.c. min, 114-inch head dia. trip 31.4: nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page4of7 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. ILLC CREEK 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.114=inch Nominal 1x22 crown x 1-inch leg No.2 SYP staples 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 staples er 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-90 adiamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3116-inch head spaced spaced 1.6-inch o.c. shank Wait x 0.072-4nch diameter 12-inch o.c. chinch ail finishing nail with min. 3/1;6-inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal.lx2 staples spaced One (1) min.,1.5- No'2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min, 1.75-inchx Max inch x 1tga. anchored to each pane inch crown x 1-inch OA72-inch diameter 80124F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6roofingnaii.spaced 1) 7d x 2.25- One (1) min. 1.75-inch 3116-inch head spaced 1:6-inch o.c. inch ring shank x 0.072-inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18sga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced' No2 SYP 12-inch c.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: staples spaced 8- finishing nail with min. 76.6spaced &inch o.c. 1) 7d x 2.25- One (1) mina 1.75,inch inch o.c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o;c.. finishing nail with min. 31164nch head spaced 4-inch o.c. ALC15001 FL12194-R3 5 of 7 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: K P CREEK TEGf-1PVtCAL 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 Battery PaneiAttachment Substrate Panel Attachment Fascia Cap Attachment Attachment One.(1) 18 ga.1/4-inch` Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18:ga.1f4- anchored to 12-inch,o.c. securing One (1)18 ga. 1J4- 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 24E-4 16-inch Wood' leg staples in 1)min. 2.25 Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. and securing 3116 inch head spaced spaced 16 inch o.c shank nail x t1.072-inch diameter each panel lap 16-inch o.c. 24-inch o:e. finishing nail withmin. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One(!) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- 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 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing, 3116'-inch head -spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.114-inch crown x 1'-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max. One (1) 1.4 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced: 8- finishing nail with -min. 801-60 spaced 8-inch o.c. 1) 7d x 2:25- One (1.) min. 1.75-inch inch ox, and securing 3116-inch head: spaced inch ring shank x 0.072-inch diameter each panel lap 1`6-inch o.c. nail 24-inch o.c. finishing naifwith min. 3116-inch head:sp,aced 4-inch o.c. ALGI5001 FL12194-R3 Page 6 of 7 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. rCREEK TECHNICAt_:SF-RVICEs, LLC ALUMINUM COILS, INC Soffits Appendix A Approved S,ystems,,for24-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) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg Not SYP anchored to Three (3) 18 9 a.1/4-inch crown ring,shank nail straight -,nailed throw hg the rafter the end staples spaced 12-inch o.c: securing One 1 18 a. /,- 9 One (1,) min, 1.75-inch 24J-1 Max. rafter with one. x 1-inch leg of the. batten or iwa(2) each panel lap, Wood inch crown x 1-inch x 0.072=inch diameter finishing nail with min. 6012-inch. 1 ) min. 2.25- staples in diamond min. 225-inch x 7d One (1) min. 1.75-inch leg staples spaced 3/16-inch heads acedpinchx7dringpatternspaced16- p p ring shank nails toe-8-inchx0.072-inch diameter o:c. 12-inchshanknailincho.c.' nailed on either side of finishing nail with min. O.C. 24-inch.o.c. the Batten at each flatten/rafter' 3116-inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. Nominal 1 x2 No.2 SYP scabbed'between rafters with one (1) One (1) t8 ga.174inch1) Nominal 1x2 min. 2.25-inch.x 7d ring shank nail x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced 12-inch o:c. securing One (1') 18 ga.'/- inch crown x 1-inch One 1O min. 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood leg staples spaced x ishin - inch diameter diameter finishing nail with min. 53.316-inch 1 min. 2.25- staples in diamondp min. 2,.25-inch x 7d One 1 min. 1.75-inch 8-inch o.C: and 3/16-inch head spaced inch x 7d ring pattern spaced' 16- ring shank nails toe- x 0.072-inch diameter securing each panel 16-inch o.c. shank nail inch o:C_ nailed on either side of finishing nail with min. lap 24-inch o.c. the batten at.each 3/16-inch head spacedbatten/rafter flinch o.c. intersection: Max. rafter spacing is 24-inch c.c. ALC15001 FL12194-R3 Page 7of7 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. 1 ,7] CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Referto the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. installation Detail Kin. n./fin .tead d:ia.. nail wiuj, m-i-i n- .., e n•3ag3m nt.,(`r .u-=i. subetr.:te'r of min. 0;047" die.. T-nail = stub n;=,il min..5/V" ngagem-antiinr ccrcrute zp. ce..7 .a. -t.d a bove . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 1217-1 & 12F-3 F" CHANNEL 4x;.; Crncrdcp o. ril+_'Y- N4'PAINTED STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8"STAPLE 1.6" O.C. FASCIA LIP 1/4" S.S. 1 3/4" TRIM NAIL MIN'. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. m TECHNICAL SERVICES, LLC System No. I Installation Detail 12 F-2 3/4" X 1 /4" CROWN STAPLES USING A DIAMOND PATTERN F' CHANNEL CAN BE I 1-3/4" TRIM PAINTED S:S. INSTALLED WITH THE NAILING FLANGE UP OR O.C. DOWN I ALUMINUM COILS, INC Soffits Appendix B i OPEN RAFTER ; f nBETWEEN `, SOFFIT STAPLE DIAMOND PATTERN I 1 t _ 0- BETWEEN D ETAI LI FACIA BOARD .. STAPLES FASCIA CAP 3/4- X 1/4` CROWN STAPLE "B` ON CENTER WOOD SOFFIT -max. , 2 _; ncn span SUBSTRATE 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC1.5001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TECHNICAL SERVICES, LLC CREEK 12.1-1 No. I Installation Detail, ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER E \`, SOFFIT STAPLE DIST DIAMOND PATTERN FACIA BOARD '\ J U3,,BETWEEN / ID ETAI L TrwcLS 7 t1 !11 3/4" X 1/4" CROWN STAPLE "24" ON CENTER VSINC A OW,iONQ PATTERN FASCIA CAP — 3/4" X 1/4" CROWN STAPLE `8" ON CENTER 1-3 4, TRIM NXL FACIA BOARD J—CHANNEL 1-3/4• TRIM NAIL PAINTED S.S. sc:raxed co soft.t icn ore (l i 48 x PAINTED S.S, 48' A3/4" 1 x 3 - 8," .bead O.C. FASCIA CAP diameter ..crew, X 1/4" CROWN STAPLE SOFFR'—max. 12-i_nch span SOFFIT WOOD OR. BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 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 otherproductattributesthatarenotspecificallyaddressedherein. TECHNICAL SERVICES. LLC CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }' TRIM RAIL FASCIA BOARD PAINTED SS.— s FASCIA CAP i - SOFFIT 1-x}" OPEN RAFTER CROWN STAPLE. I -_ I FASCIA BOARD li nA.i6"L'3 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT s FASCIA P" CHANNEL---"-" HANNEL DETAIL I SOFFM MAX. 16' PAN MASONRY SUBSTRATE i ALC15001 FL12194-R3 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 changesthroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes thafare not specifically addressed herein. m TECHNICAL SERVICES, L,i_C CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3!3."' hea.J da ---ail aith min. IN!' anga:;a=,atif.r t•.oai Fsubatratal or ch-a. T-nail .:r -ur, r,,ail vi -- , min.. 5/3_i agvrre'tir t-,:. = -ret:z nr dock zulmtrate) , anaced as noted above. FASCIA SLIP B'QARD FASCIA TRIM i SOFFIT (OVERHANG WIDTH VARIES,) 16F-3 F" CHANNEL Iaca<l, nc:-ate oi: Rlock Ws, 1 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 addressedherein. LCREEKTECHNICALSERVICES, LLC Systern,NQ. r1rtstallation Detail. 16F-4 3/4' X 1/4" -- CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE UNG FLANGE UP OR DOWN WOOD SU8STR4TE, ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER , I " n ' `, SOFFIT STAPLE t — ; DIAMOND PATTERN DETAILt 1 3/ir BETWMNI1._... _ SIAPLEi FACIA. BOARD + i FASCIA CAP 314' X 1/4- CROWN 8' TRIM NAIL FACIA BOARD T.-3'/4' TRIM NAIL CENTERSTAPLEONC PAINTED S.S. PAINTED S.S. 48" FASCIA CAP Q.C. 3/4" X 1 CROWN STAPLE SOFFIT— ntax . i 5 - nL-h Span SOFFIT SOFFIT FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of12 This evaluation report is provided for State of Florida product approval under Rulet61 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 CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1 I- TRIM NAIL j FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT ` CROWN STAPLE OPEN RAFTER j i FASCIA BOARD 1-x{ CROWN STAPLES. SOFFIT FASCIAUSINGADIAMOND 16F-2 & PATTERN: REFER TO DETAIL SOF.F.IT STAPLE 16F_6 DIAMOND PATTERN DETAIL FASCIA CAP; \ TO SOFFIT 8 FASCIA F" CHANNEL DETAIL $„ I SOFFIT; MAX. 16._ SPAN wnDD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. dCREEKa TECHNICAL SERVICES, LLC 16J-1 No, I installation Detail. 3/4' X 1/4' CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/a' TRfM' NnfL — PAINTED S:S. 48' OX. SOFF[T—max. 1c-inch spar ALUMINUM COILS, INC Soffits Appendix B 3n"s' SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD V EE„I DETAIL ASCIA CAP 3/4' x 1/4' CROWN FACIA BOARD STAPLE '8 ON CENTER 1-3/4 TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 qualityassurance changes throughout the duration for which this report 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 Systern No; Installation Detail. 1 TRIM NAIL FASCIA BOARD PAINTED S,S. i 1*z - CROWN - --^FASCIA CAP' STAPLES SOFFI,. 1jUSINGA. DIAMOND Ij PATTERN; REFER; TO I 1"t{" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN t \—IDETAILI —" 1 I TRIM NAIL FASCIA BOARD PAINTED' SS. SOFFIT & FASCIA i 1 ` DETAIL 24F-T & 24F-4 1'e{" CROWN,STAPLE FASCIA CAP; REFER TOSOFFITFASCIA D° TAIL Nominal I Xz" SYP 3/8 Batten Anchored to SOFFIT; MAX. 24" F- CHANNEL Rafters, with one 7d --- Ring Shark every Rafter at WOOD SUBSTRATE , SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributes that are not specifically addressed herein. lF TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation. Detail. 1 P" I RIM NAIL FASCIA 804R0 AWTED IS. 14- SMOOTH SMACK % :IFASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE 1 1. (" TRIM NAIL PAINTED 55. FASCIA BOARD SOFFIT & FASCIA 2417- 2 & DETAIL 24F- b I 1'- 4` CROWN STAPLE i FASCIA CAP:REFER TO SOFFIT L FASCIA DETAIL Nominal 1'x2" SYP Batten Anchored to SOFFIT: MAX. 24' F- CHANNEL Rafters with one 7d Ring SAadk Nail at erery Rafter WOOD SUBS TRAYE ALC15001 FL12194-R3 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. x CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No.. Installation Detail. 1 e TRIM NAH. FASCIA .BOARD PAINTED SS.. 14OA;" T4011.s. - Y II FASCIA CAP SOFFIT I I"a` CROWN STAPLE f FASCIA BOARDINAIL >1)TAILI SOFFIT 8 FASCIA 24F-3 & jDETAIL Z4F-6- FASCIA CAP; REFER 1. TO SOFFIT b FASCIA DETAIL Nominal rz2' SYP Batten Ainhored to SOFFIT; MAX. 24' F-CHANNEL Rafters -ith one 74 Ring Shank-NaR. at j every: Rafter MASONRY ALC15001 FL.12194-R3 Page 11 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 TECHNtCAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation.Detail t /( TRIM NAIL ( fA5C1A. BOARD PAINTED S.S. f! I'a}* CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEYERCG- I".}" CROWN STAPLE 1SOFFITSTAPLE RAFTER iDIAMONDPATTERN: DETAG FASCIA BOARD J SOFFIT & FASCIA I'}" TRIM NAIL DETAILPAINTEDS.S. 24J-1 & A. 7"r}" CAOWN STAPLE 24J 2 FASCIA CAP; REFER TO SOFFIT b £ASCLA DETAIL Namn I' x 27 brsans I 8 nuaobedbettveen ra.^.ers area. SOFFIT; MAX. IL' J-CHANNEL secure„ Mth one (1) 76 ring nad srthrough the ratter Into the endthe, NOOD.SUDSTRATE or the ba en o ttoe na 7tlnortwo,( ) I' ring shank naf save nailed=on eitherswe,of they pattern a. the baden1raftet mteraeaon. i SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State. of Florida product approval under Rule 61 G20 3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL'SERVICEs. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section,1609.1of the FBC and ASCE 7-10 under the following provisions_ 1. Wind speeds for risk category 1, 11, 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 it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 34. ALC15001 FL12194-R3 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, H C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express.nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ICREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind'Pressures-for Soffits. in ExIipsure B, Building Type Z one Mean Roof '. Her ht 4t Basic Wind S 6ed: m h . 120 1.30 " 140 150 ., 160 ' 17Q 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 30.0 733.8 37.9 42.2 46.8 4 40 1.8.3 21.5 24.'9 28.6 32.5 36.7 41.2 45.9 5Q:8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24,0 27,8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads)' 20 20.8 24.4 28.3 32.5 37.0 417 46.8 52.1 57.8 25 203 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 1 -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 1,0.8 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 1 13.8 16.0 18.3 20.8 23.5 26.4 1 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 1.7.8 2005 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 1.9.2 21.7 24.3 27.1 30.0, 30 10.8 12.7 14.7 16.9 19.2 217 24.3 27.1 30.0 5 40 11.7 13:8 16.0 18.3 20.8 23.5 26.4 1 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 2.6.3 29.5 32.9 36.4 ALC15001 FLI2194-R3 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. ar CREEK. x TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design`Wind' Pr,,essures f&!Soff_ rts in Exposure C; Building Type Zone Mean Roof Hei ht ft ' Baslc`Wmd.S eed Ili h, . 120 130" 140 150 160... , 1'70 180` 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 60.2 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 W 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 M9 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 5 30 1.5.1 17.7 20.6 216 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 1 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 1 37.8 42.1 46.7 60 1 17.4 1 20.5 23.7 27.2 31.0 35.0 17739.2 43.7 48.4 ALC15001 FL12194-R3 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 specifii ally addressed herein. TECHNICAL SERv[eEs. LLC CREEK ALUMINUM COILS,. INC Soffits Appendix C Design`Wind,Pr ssuresforSoff%isin Exposure R Building',Mean TYPe Zone`s Roof Hei ht° ff Basic•Wrid S eed` m h r- 170 1,80 190 2002016030.5 35.4 40.6 46.2 52.2 58.5 65-2 72.22531.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 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 Negative 60 31.5 37.0 42.9 49.3. 56.1 63.3 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59:2 66.6 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5` 86.4 95.7 40 36.2 42 5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.1 44.3 51.4 58.9 67.1 75.7 84.9 94.6' 104.8 80 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 3T..5 41.7 46.3 25 173 203 23:5 27.0 30.7 34.7 1 38.9 43.3 48.0 4 30 17.9- 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6, 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26:7 30.6' 34:8 39.3 44.1 49.1 54A Enclosed Positive 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 20 16`.7 49.5 22.7 28.0 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 5 30 17.9 21.0 24.3 27.9 31.8 35:9 40.2 44 8 49.7 40 18.8 22.1 25-6 29A 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 45A 50.6 56.1 4of4 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 #his report 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 TECHNtCAL SERVICES, L.:LC 3/8" F-Channel I- 3/8" T 3t8" J-Channel 3/4" --- i 1 t!8" HEM T 1 j 3/4" 1 I-- 3 f 8" ISOMETRIC VIEW 3/11" PROFILE ISOMETRIC VIEW. 318" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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. Fascia CREEK TECHNICAL SERVICES. LLC 5 3/4"' 7/81, J 118" HEM" 6"FASCIA 3" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK- TechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 16" 04 Soffit 18' BLANK 3 / 8 PROFILE 2.625 REF. 50 11P. IYP. ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 5/16" i ALC15001 3 7/8- 1 3 1/8" 1!2" 1/2" YI 13.75" BLANK 318" PROFILE 2.625 _RU 50 TYR Ui000co Uaaoo aoo co aa000 SYIIF O NFR PAiTF'RN (F 11 [ ei fl. L i V EORME INR SANP gElIC4WAS R195) END OF REPORT FL12194-R3 1/8" 3/8" ALUMINUM COILS, INC Soffits Appendix D Paae 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. 29824Cm."'* r R E E K17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 20f5 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA91'10) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1.986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies. (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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 1203.12. 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 61G20-3. PRODUCT DESCRIPTIONS 3I8" F-Channel Preformed nominal 0.016-inch thick, 3.10.5 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. ALC15001 FL12194-R3 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. CREEKALUMINUM COILS, INC Soffits TECHNICAL SERVICES, L,LC PRODUCT DESCRIPTION 16" 04 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. fUt L-Y:t1I. aTISM7M—W-9. es^ sQ o nyury, 12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14, aluminum soffit panels provided in 12- inch sections. The reportednet free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration' and 4.2 in2/lin.ft for the `center vent' configuration. See Appendix D for dimension drawings. ALC15001 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 throughoutthe duration for which this report 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 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. RY R p,4! j GENS., 2015.08.27 No 74021 07:05:00 y _ = . He,ip.Nbfury9:Pnul ' STATE OF •.LU 0`// t'001 0 .op y p R t O N=.Zachary R. Priest, P.E. FloridalodaRegi No. 44021Organizatio 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 (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3). APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D Dimension Drawings (4 pages) ALC15001 FL12194-R3 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 1.51 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLAMN section of this report for installation detail when theinformation 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 NJ 1 b. 12" T4 Soffit —4-inch o.c. Fastener Fastener Fastener Fastener Location Location oc tion Location c. 16" 04 Soffit — 16-inch o.c. Fastener Location ALCI5001 FL12194-R3 Fastener I of 7 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 productattributes thatare not specifically addressed herein. FCREEKIMTECHNICLSERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l I — Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and; Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel' 16F-# Approved Systems for 16-inch Overhang'with. F-Channel 16J-#" Approved Systems foe 16-inch Overhan With J-Channel 24F-# Approved Systems for 24-inch-Overhan with F-Channel 24,14 Approved Systems for24-inch Overhang with J-Channel Appendix A. Approved Systems for 1:2-inch overhang With F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf)' Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min; 1 3/4-inch tong x 12F-1 16-inch Wood min. 125=inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia. x min. 3/1'6- 40.0 24 inch a.c,O.C. spaced inch head dia. trim nail 36-inch o.c. Max, Three-(3) min. 3/4-inch x 1/4-inch One, (1) min 3/4-inch x 1/4-inch One ('1) min. 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c,. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced'48- 64.2' inch o.c. 12F-3 Max. Mason One (1)' 14 ga. 5/8-inch long T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 .4 -inch long x 0.072-inch dia. -x min. 1/4-inch 4-48 16=inch ry- spaced 8-inch o.c. Wood craven staple spaced 8-inch o.c, head dia. trip nail spaced 48- 64.2 and securing each panel lap inch o.c_ ALC15001 FL12194-R3 Page 2 of 7 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. CREEK6 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124rith<overhang;with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/44ch x One (1) min. 1 314-inch tong 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 164nch pattern spaced 24- screw spaced 164nch 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 164nch'.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 staples spaced Max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each panel lap inch head spaced 12-inch o.c. Max. Three (3) 18 ga.114-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced max. finishing Wait with min. 3/16- 53.3 spaced 16-inch c.c. 4 inch o.c. and securing each inch head spaced panel: lap 12-incho_c. Max: One (1) 3/8-inchhead dia. nail, min. One (1in 3/8-inch3/8-inch m One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0. 072 inch dia. x min. 25.6 inch o. c. O.C. 3/16-inch head dia. trim nail spaced 36- inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F 4 Wood crown.Staplein diamond pattern Wood One (1) min 314-inch x 1/4-inch x.0.072-inch dia. x min. 114- 27 16-inch spacedd 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Pade 3'of 7 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 46-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No_ Width PM) 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 staples spaced'4- Dpinch diameter finishing ngnail with min. 3/16 43.3 16-inch spaced;8-inch o.c. Inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three ( 3) 18 ga.1/4-inch crown x.1- One (1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x 0. 072-inch diameter 16F- 6 Max. 16- inch Wood inch leg staples in diamond pattern Wood 1.-inch leg staples spaced. 4- inch o.c. and securing each finishing nail with min, 3/16- 43.3 spaced 16-inch c.c. panel' lap inch head spaced 16- inch o.c. Approved Systemsfor1;64nch overhang with,JI-Channel W611 Connection Eave Connection System Panel MDP No. Width psf); Substrate J- Channe{ Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch 16J-1' Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16-inch: spaced 24- inch o.c, crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced- 48-inch o.c. ALC1.5001 FL12194-R3 4 of 7 This evaluationreportis 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. CREEKIJ7TECHNICALSEFZVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for24-inch overhang with F-Channel' Wail Connection Center Connection; Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate: Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal ilx2I crown x 1-inch .leg - N staples spaced Three (3)18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 gal 1/4- One (1) min 1 75-inch x 24E-t. Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 4 072-inch diameter finishing nail with 801-9012-inch diamond pattern 1) min. 2.25 inch x 7d ring One (1), ruin. 1.75-inch leg staplesd 8- space inch min. 3l16-inch head spaced spaced-46-inch o.c: shank nail o.c. c 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18:ga.1/4-inch Crown x 1-inch leg Nominal 1x2 staples 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 24F-2 Max. Wood inch x 1 ga._ smooth shank anchored to rafter with one each panel Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. g 80/ 12-inch roofing nail spaced, 1) 7d x 2.25- One (1) min, 1.75-.inch leg staples spaced 8- 3/16-inch head spaced 76.6 1,6-inch o.c, inch ring shank x 0.072-inch diameter inch o.c, 12-inch o.c. nail 24-inch o.c. finishing nail with min. 311.6-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1'x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4= One (1) min. 1.75-inch x 24F-3 Max. 12-inch Masonry One (1) 14 ga: 5(8- inch long T nail anchored to rafter one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 801 spaced 8-inch o.c. p 1) 7d x One (t) min. leg staples spaced 8- 9 3/16-inch head spaced 76.6 shahinchrlhg-shank x 0.072-inch diameterdiameter inch o.c. 12-Inch o.c. nail24-Inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. nu.. rauu I t-L12194-R3 Page 5 of This evaluationreport 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 CREEK ALUMINUM COILS, INC. Soffits Appendix A Approved Systems".for 24=inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width iPs) Substrate F-Channel. Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.114-inch Nominal 1x2 crown,x 1-inch leg No.2 SYP staples 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 24F-4 Max Wood inch crown x 1-inch leg staples in rafter with one: each panel lap Wood inch crown x 1-inch 0.072-inch diameter 16-inch 1) min. 2.25- leg staples spaced 8- finishing nail with .min. 80/-64 diamond pattern inch:x 7d`ring One (1) min. 1.75-inch inch o_c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1)18 gai/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1)min. 1;5- No.2 SYP 12-inch o.c. securing One (1) 1, ,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 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60. roofing nail spaced 1) 7d x.2.25- One (1) min. 1.75-inch inch ox. and securing 3/16-inch head spaced 16-inch o.c, inch ring shank x 0.072-inch diameter each panel lap 16-inch o.p. nail 24-inch c.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One ('1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staples 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 24F-6 96-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2 25- One (1) min..1.754hch inch o.c, and securing 3/16-4nch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced' 4-inch o.c. ALCt5001 FL12194-R3 Page 6`of 7 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 SERviEES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems: for 24.-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Pane( MDP No. Width psf) Batten J-Channel Batten Pane! Attachment Substrate Panel Attachment Fascia Cap Attachment, Attachment Nominal 1 x2 No:2 SYP scabbed between rafters with one (1) min, 2.25-inch x 7d One (1) 18 ga.1/4-inch Nominal 1 x2 ring shank nail crown x "1-inch leg Not SYP anchored to Three (3) 18 ga:1/4-inch crown straight -nailed through the rafter into the end sta lesspared pOne12-inch o.c: securing, One (1) 18 ga. '/- 1) min. 1.75-inch Max, rafter with one x 1-trick leg of the batten or two (2) each panel lap inch crown x 1,inch x 0.072-inch diameter 24J- 1 12-inch. 1) min: 2.25- staples in diamond min. 2.25-inch x 7d Wood leg staples.spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75-inch x 0.072-inch diameter 8-inch o.e. 3116-inch head spaced o. c. shank nail inch o.c. of eitherateachnathIefinishing nail with min.12- inch 24- inch.o.c. the batten at each atbattentrafter 3/ 16-inch head spaced intersection. Max: 4-inch o.c. rafter spacing Is 244ncn o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.114-inch Nominal 1x2 min: 2.25-inch x 7d" ring shank nail crown x !-inch leg No. 2 ,SYP Three (3) 18 straight-oailed;through. staples spaced 124nch o. c. securing One 1 18 ga X- One (1) min. 1.75-.inch anchored toga.1l4-inch crown the rafter into the end each panel.lap inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53:3 16-inch. 1).min_ 2.25- staples in diamond min, 2.25-inch z 7d shank One ( 1) min. 1.75-inch inch o.c. and 3/16- inch p aced inch x7dringpatternspacedringnailstoez0.072-inch diameter, securing each panel heads 16- inch O.C. shank nail inch o.c. nailed on either side of finishing nail with min.. lap 24-inch o.c. the batten. at each batten/rafter 3/16- inch head spaced intersection. Max. M 4-inch,oz. rafter spacing is 24-inch ox. ALC15001 FL12194- R3 7of7 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. F4 et, Y4 CREEK ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note Refer to the APPRovED SYsTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. s' head cia.. nail with min. 1w. wood, s,.Lbstrrte:) or oun. 9.r,4,711 dii. T-n..hll ox st6rb nail i .c%,n ?:c .ngar sm r {'az arc-Cir sac:e. ASCIA SLIP BOARD, FASCIA TRIM 12F-1 & I I \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL wa c nc•rr... n or Pincr. U FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T5'0 8" X 3/8" STAPLE T 6O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN%., 5 NAILS PER 12' PIECE SOFFIT & FASCIA. DETAIL ALC1, 5W1 FL12194=R3 Page 1 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. L" x CREEK TECHNICAL SEt2VICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail f ` s `, SOFFIT: STAPLEOPENRAFTER , DIAMOND PATTERN s/4' x 1/4' ,'' 1L DETAILCROWNSTAPLES USING, A' DIAMOND ! srr Acs PATTERN FACIA - BOARDLfASCtACAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 1-3/4" TRIM Nailr'F" STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED ST- CHANNEL CAN BE PAINTED s:S, 48" FASCIA CAPINSTALLEDWITHTHE 'D.C. NAILING FLANGE UP OR 3/4" X 1/¢" DOWN CROWN STAPLE SOFFIT— may:. 32—_s ch spar WOOD SOFM SUBSTRATE SOFFIT & FASCIArDETAIL ALC15001 FL12194-R3 2of12 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. u. CREEK TECHNICAL SERVICES, LLC 12J-1 No. I Installation Detail OPEN RAFTER 3/4" X 1 /4" CROWN STAPLE _24- ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4' TRIM NAII s_'r ;ed t-eoffit PAINTEB S.S. 48wicn n=;1i k3a Q.C. diameter sc}.au-, 16' a.c. WOOD OR BLOCK SUBSTRATE SOFFIT—hiax. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3/8- BETWEEN \\ SOFFIT STAPLE. 31 DIAMOND PATTERN DETAIL FACIA BOARD BE'rdMI STAPLES ASCIA CAP 3/4" X 1/4- CROWN FACIA BOARD STAPLE i8 ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X I/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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 JJ 1 #- TRIM NAIL, - FASCIA BOARD PAINTED S.S. 1 FASCIA CAP i SOFFIT i I 1-)4^ CROWN STAPLE OPEN RAFTER I L iFASCLI 80ARD 4 G5 T4l.+l 16F-1 SOFFIT & FASCIA 1617-5 DETAIL FASCIA CAP; REFER TD SOFFIT & FASCIA F"-CHANNcL DETAIL iSOFFIT; MAX. 15` MASONRY SPAN SUBSTRATE ALC15001 FL12194-R3 4of12 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 as changes throughout the duration for which this report: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 s TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/` ,ea'd dia. .nil wlilsh mtn. 1'w, sna:jmanr_!'c•L wl s a-serutr.,:} or win: 09," dia. T-nail or srcb nail with min. sj3" engagsmenT (.-,r c:,ncrar.a or block .sulr:.rr.te?.; srac:sd as rc..ced above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F CHAN,NEL. Woc.d' Concrete of Block Wail FASCIA LIP 1/4" STAPLE ,SOFFIT TO FASCIA BOARD #T50' 3/8" X 3/8 STAPLE 16" 0.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 ALUMINUM COILS, INC Soffits Appendix B Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shallnotify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout.the duration for which this report 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 CREEK n TECHNICAL SERVICES, LLC System No. I Installation Detail, 16F-4 3/4" X .1/4` \ CROWN STAPLES USING A DIAMOND, PATTERN; I 1-3/4' NAIL E' CHANNEL CAN BE 7RIM PAINTED'S.S. 48" INSTALLED WITH THE O.C. NA16NG FLANGE. UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC. Soffits Appendix B OPEN RAFTER ; " EN `, SOFFIT STAPLE j j ; DIAMOND PATTERN f CEtYE3/,' DETAIL ttt 8' Q1/ STAPLES J FACIA BOARD ` J C 3/4" X 1/4- CROWN STAPLE `8" ON CENTER SOFFIT— niax. 6-:$::ah S7an 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4. X 1 /4 CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. 1 it REEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix. B System No. Installation Detail 1 " TRIM NAIL ii i--FASCIA 6IIAR0 PAINTED SS. FASCIA CAP SOFFIT 1"4T CROWN STAPLE OPEN RAFTER LI _ I i FASCIA BOARD 1"u'' CROWN STAPLES. SOFFIT & FASCIA USING A DIAMOND DETAILREFERTO 1.6E-2 & SOFFIT STAPLE 1.6F-6. DIAMOND PATTERN DETAIL L FASCIA CAP; REFER TO SOFFIT b FASCIA DETAIL 8 F" CHANNEL SOFFIT; MAX, 16" SPAN WOOD\ SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. sCREEK TECHNICAL SERVICES, LLC 16J-1 Installation Detail. OPEN RAFTER 3/4' X 1/4." CROWN STAPLE '24- ON CENTER USING A DIAMOND PATr.SN ALUMINUM COILS,.INC Soffits Appendix B i I ves `, SOFFIT STAPLE DIAMOND PATTERN I ;DETAIL FACIA HOARD S a/lr ecrvicey/ STpPtES / C ASCIA CAP 3/4" X 1 /4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4' TRIM NAIL CHANNEL 1—,3/4" TRIM NA1LJ PAINTED S.S. PAINTED S:S: 48' FASCIA CAP O.C. 3/4" X 1/4- CROWN STAPLE WOOD OR BLOCK SUBSTRATE SOFFIT—maz. 16 -inch star SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM NA";L FASCIA BOARD. PAINTED SS. I — 1^x;' CROWN I I - ` FASCIA CAP STAPLES SOFFIT IUS!NO A 01At10N0 PATTERN: REFER TO I I'q" CROWN STAPLE SOFFIT STAPLE DIAMO-40-PATTERN DETAIL 1 TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIAI DETAIL 24F-1 & 24F-4 ( rq" CRdwR STAPLE FASCIA CAP; REFER TO -SOFFIT & FASCIA \ DETAIL / 3. D Nominal 1'x2' SYp i Batten Anchored to SOFFIT; MAX. 24' 3/8 F-CHAIIHEL Rafters r;lhone ld R! g Shank Nall at — every Barter J WOOD SUBSTRATE \ / I SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 Of 12 This evaluation report is provided for State of Florida product approval under Rule.6TG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report 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 CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I.J' TRIM NAIL FASCIA BOARD PAINTED S.S.—\ 1 I-}" SMOOTH SHANKNAILS r—fASUA CAP ROOF NAILS SOFFIT V4- CROWN STAPLf l I i' TRIM NAIf„ l: FASCIA BOARDPAINTEDS-5 SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'rt` CROWN STAPLE FASCIA CAP; REFER TD SOFFIT Z FASCIA 7 DETAIL I Ncminat 1'x2' SYP Batten Anchored..tc SDfFIT; MAX, 24" F-CHANNEL Rafter:.. with one Td Ring: Shank Nail at, lvMY Rafter WOOD SUBSTRATE i ALC150O1 FL12194=ft3 Page 10 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.implywarranty, installation, recommended use; or other product attributes that are not specifically addressed herein. t was CREEK TECHNICAL. SERVICES, LLLC ALUMINUM COILS, INC soffits Appendix B. System No. Installation Detail 1 }' TRIM NAIL I FASCIA BOARD PAINTED 5,5. ' 14GA;i" T-NAILS ± f FASCJA CAP SOFFIT I".1- CROWN STAPLE I 1 }" TRIM NAIL PAINTED S,S. FASCIA BDaRO. SOFFIT & FASCIA 24F-3 & I DETAIL 24F-6 ! i I. CROWN STAPLE FASCIA CAP; REFER I TO SOfflt t FASCIA DETAIL Nominal I, r SYP Batten As[hored to SOFFIT; MAX. 24" F-CHANNEL .Rafters -0h One 7d Ring Shank. Nan.ar every RafterMASONRY r I i ALC15001 FL12194-R3 Page 11 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. CREEK1 .!`' TECHNICAL SEIRWICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. jinstallation Detail. i i., TRIM NAIL , FASCIA BOARD PAINTED STAAPLESPLES S.S. t'xFASCIA CAP STAPLESUSING A DIAMOND SOFFT PATTERN: REFER TO 1" - CROWN. STAPLE SOFFIT STAPLE-CANTLEVERED J DIAMOND PAT -TERN RAFTER _..1 DETAIL JI FASCIA BOARD t?• TRIM NAn ' SOFFIT & FASCIA PAINTED S.S. -- DETAIL 24J- 1 & .. 1-, 4- CROWN STAPLE 24J- 2 _ FASCIA, CAP; REFER I u _ TO SOFFIT p FASCIA DETAIL / \ Nomina! I- x 2' SYP Dattena Hy scaabeC Ath o en raaersIaca SOFFIT. -MAX: 24- r 318 1- CHANNEL sha k n vdth one (1) ailed I( _ shankt'lh, alT rifts, IInatIn I lh( ough the relter Into tha eno / WOOD SUBSTRATE .'th ba.en or two(2)74' \ - ring stlani, nails tce-naued on either sula of the battem at the battenxaner interoection / SOFFIT, STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. ram M u 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 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 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-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85' 7. Vuit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 FL12164-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SEEZVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures,for SofFits:in Exposure B - Building " Type, Zone Mean Roof Hei ht,ft B d-S"eed mph) asic"VS%irt " 120 130-140 150 160 170 180 _ 190 200 20 16.9 10.8 22.9 263 30:0 33.8 37.9 42.2" 46.8 25 1.6..9 19.8 22.9 26.3 30.0 733.8 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 56.8Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52A 57.85 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 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 10.8 123 14.7 16.9 192 21.7 24.3 27.1 30 0 4 30 10.8 12:7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20:8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 222 25.1 28.1 31.3 34.7Enclosed6013.1 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 1 12.7 1 14.7 16.9 19.2 21.7 243 27.1 30:0 5 40 11.7' 13.8 16.0 18.3 20.8 23.5 26A 29A 32,5 50 12.5 14.7 17.0 19.5 22".2 25.1 28.1 1 31.3 34.7 60 131 1.5.4 17 8 1 20.5 1 23.3 26.3 29.5 1 32.9 36.4 ALCIS001 FL12194-R3 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. NCREEKTECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C bes'ign Wind`.Pressures for So'Mts in, Ezposuie C _ Building'Zone Type. Mean Roof He ht ft aslc Wind Sp" eed mph) 77, 20 13Q 140 150 170 1:80 190 200 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 1 -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 1 -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 1 34.0 37.9 42.04 40 1.6.0 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 42.1 461 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 4814 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.6 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 1.5.1 17.7 20.6 23.6 26.9 30.3 34.0 1 37.9 42:0 40 16.0 18.8 218 25.1 28.5 32.2 36.1 40.2 44.5 50 1.6:8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 43.7 48.4 FL12194-P.3 3of4 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- CREEK TECHNICAL SERVICES, LLC' ALUMINUM COILS, INC Soffits Appendix C i 'Design Wind Pressures'for=Soffits im Exposure Building .. Tyne,, Zone, Mean Roof Nei tit ft Basic Wind,S eed m"h' 120 130 i 140 150 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 5.6.0 62.8 70.0 77.5 4 40 29.4 34.5 4,0.0 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 78:6 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 64A 72.2 80 4 89.1 25 33 3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 1 -77.5 86.4 95.7 40 362 1 -42.5 49.3' 56.6 64.4 72.7 81.5. 90.9 100.7 50 373 44.3 51.4 58:9 67.1 75.7 84.9 94.6 104.8 60 38.9 46.7 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 37.5 417 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 1 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 49A 54,4 60 20.2 23.7 27 5 31.6 35.9 40.5 45.4 50.6 56.1 ALCI5001 4of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid'. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a CREEK TECHNICAL SERVICES, LLC, 3/8" F-Channel 3/8" J-Channel 3/4" 1/8' HEM` I 3/ 14" T i 3/8' FL12194-R3 ISOMETRIC VIEW 3/B" PROFILE ISOMETRIC VIEW 3/8" PROKE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 This evaluation report is provided for State of Florida product app"roval under Rule 61 G2Q-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically: addressed herein. Fascia CREEK TECHNICAL SERVICES, LILC 5 3/4"' 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FI-12194-R3 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 theduration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed, herein. n CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 18'BLANK 3 / >8 PROFILE 0 i n U u U fY (ELILL SJQ F) LOUVERS FORMED IN SWE D1RECrON,AS: R18S) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 changesanges or quality assurance changes throughout the duration for which this report 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 SEFZVICF-S, LLC 12" T4 Soffit 3 1/8" 5/16" 1/2" 31 0,125 TYF-- 8.1 1 3, 1/8" 13.75'° BLANK 3/8" PROFILE 50 ALUMINUM COILS, INC Soffits Appendix D 1/2" 1/21, 112" D 0 El, q, 01 oc 11 n- aa o nON AS RMS) cx END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is Valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product, attributes that are not specifically addressed herein. 4/28/2017 Florida Building Code Online BCIS Home I. Log In I User Registration Hot Topics i Submit Surcharge Stats & Facts I Publications i FBC Staff i BCIS Site Map I Links i .Search d, b CL-i r r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Llst > Application Detail tyi FL # FL5444-1110 Application Type Revision Code Version 2014 s 9 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobaln.com Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the 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 f6 Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R10 COI 2016 01 COI Nieminen,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOr128CcpCJinUeXw7ibKv1UzOW4hL8w%3d/p3d 1/2 4/28/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 i, !r a ry of Products FL #I Model, Number or Name` Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles Limits of Use asphalt roof shingles Installation Instructions -- _ — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R10.Ddf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt1ShingleFL5444-R10,Ddf Created by Independent Third Party: Yes M 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 :: Accessibill_v 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 45S, 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 Approva l Accepts: 5 ecP Credit Card SWe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSsoycOrl28CcpCJinU eXw7i bKvl UzOW4hL8w%3d°/a3d 212 s" ` I INITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seatappearingwas authorized by Robert Nieminen, P. E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates, 2. Trinity) 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 I 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, i TRIiIITY ERD z ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: tRUbt 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 OSNK16778 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 05NK09037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authcrizatlah #9503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 2 of 12 w-3i TRINITY ERA 4. PRODUCT DESCRIPTION: 4.1 CT201", XTT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle®, Grand Manor Shangle®, Landmark'", Landmark TM IR, Landmark'"' Pro, Landmark" Premium, Landmark'"" TL, Landmark TM Solaris and Landmark TM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel"° is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeT"', Presidential ShakeTM IR, Presidential Shake TL" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4,5 HatterasT", Highland SlateT" and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"', Shadow Ridge TM, Cedar Crest'", Cedar Crest" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V It = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V 1t = 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 the Florida Building Code and F.A,C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Certificate ofAutharization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 3 of 12 t f RINITY 1 ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope' directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20T"', XT-T" 25; XT— 30, XT'1301 R: ENGLISH 12" 12" 12" r-(305 mm) (305 n n)- (305 mm) 1"(25mm) 1"(25mm) { 1j Selant 1 5 s/a" (145 mmJ 5 ijp""for Nbrwoad Plant METRIC 13/a" -.- 13ye" 13Ve" - 1"(25nun) 1"(25mm) { Sealant Figure 11.3: Use four naps for every fall'sbingta STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figara 11-4). Asphalt roofing cement meeting ASTM D4586 fype 11 is suggested. I - Roaling Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4.' Usefour nails mrd six spot; ofasphalt ceimoI on'sleep slopes CAUTION.- Excessive use of roofing cement can cause shingles to. blister, 6.4.1 Hip & Ridge for CT20T", XTT"' 25, XTT"' 30, XTT" 30 IR: Cut Shingles 1 25 rr 50 nun) Cap Cap Cap Shingle Shingle Shingle Figure I1-24:.Crtl tabs, hem trim back to make cap shines Gngllsb dtmensiens sboum). 5'_ 12"(305mn)— Fast 125 mm) g 1 551a` I Figure 11-25: Inslalkilion of raps rdong the Lips and ridge;. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic,9 NP1T " adhesive or Henkel "PLm Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 TRINITY! ERD ARCADIATM OW AND STANDARD SLOPE STEEP SLOPE Ilse six nails for every full shingle located as sltintti be lore. use six nails and FOuli spots of asphalt roofing cement for overr full shingle as shorn hok., ,1pply :cyplmlt roofing cement 1"(25 nun) li nm cd e of shiuglc. lsphuh enoliug cen;cat mating a571i D 4i86 Tape 11 is sug,ested. Nil Line Nall — N.A Lim Figure 2: lse six nails for e•cerl' jid! sLingle, F7 rn•e 3: Lieu six nails undfina spot, of aspimil nw/iuq ccnrenl on skip stallus. Hip & Ridge for Arcadia TM: Cedar CreStTM, Cedar Crest'm 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 A5TM D3161, Class F performance use BA5F 'Unolastic® NPIT""' adhesive or Henkel "PL® 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. x3 mQ r - M Hand -sealing adhesive 1/4" .t 4, 314" —' Dab of: asphalt cement between — shingle layers 1" Exterior Research and Design,LLC. Evaluation Report3532.09.05•R11 Certificate of Authorization k9503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 5 of 12 f RlN1TY ERQ Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement— for every full located as shown below. Belmont shingle. Apply asphalt roofing cement'l" (25mm) from edge of shingle. l'''TWO See below_ Asphalt roofing cement meetingLtIG;S ASTM D4586 Type II is suggested. ondd!irnal:ailsi(r^a ie 1' (I-(ana!1 ciS' fl6 trn) k_ 6.6.1 Hip & Ridge for Belmont'"': 6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestT"", Cedar CrestT"" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle" Ridge 72' 18Exposure emovep Rtapefromthe right side 1" i g• I and.fasten j SECOND Fasten the I , left side 85/e RIGHT Remove FIRST This TapeLEFTPIgure 17- 19: Inslallallon ofSbangle@ Rlrlble sbinr ,Ies Figure 17- 18.- Sbanhrle' Ridge. on bos and ridges. 6.6. 1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 F. f TRINITY ERD 6.7 CARRIAGE`HOUSE SHANGLE' AND.GRAND MANOR SHANGLO®i LOW AND STEEP SLOPE STANDARD SLOPE Ilse, seyea nails and thrcp sprits if asphalt roofing cement for every 5e five uaiLs for every full Shangle; hiii Grand Manor Shangle Ii i. Hci nails:uttl111 aSpots of itsphali railing 0fiie t for sect} lull Can•ftge. House Shmtgle and Centennial Slate, Apply asphall wrir1ng cetnen( 1" (25 nun) from edge ufshingle giue..17,5)..A'sphalt reefing cemerit meeting A,","TM L)•1586'ilpc if 1's suggested. I-•-f25 mm) (25 mm) i ;/2" 5fu" 8 610" 16 mm) (220 min 33 mm) V 25nmf) 17gure, 1717sefli T" trnaiisfoi- ay.rj.flll'rkwid•il[1no14hgngle, SJg / Gar iaga 11wise )lrnt/gle. or 16 romp .' (220 mm) 25 rmn)t..— R¢oliop Pigure 174- 111hen instri ling 6'rrrnd::1annr Shan4des on steepxlopek. tine. wren uriils and 1hr re spois 6faspbuil roofing roneul. 6. 7.1 Hip & Ridge for Carriage House Shangle" and Grand Manor Shangle: Refer to instructions herein for Shanglem Ridge hip and ridge shingles 6. 8 LANDMARK'"; LANDMARK"" IR,IANDMARKT"" PRO, LANDMARK'"' I TREMILiM; LANDMARK?"" TL, LANDMARK"Im SOLARIS, LANDMARK'"' SOLARIS IRS NORTHGATE LOW AND STANDARD SLOPE MIRK DIMENSIONS 17, 143/4" 12" 305 mm) -+ (375 mm)— —(305 wm) 1 ( 2S mal) Release Tape 1 {95 rnm) Nailahle Aroa LANDMARK TL NorthGate: 131/ 2" 13" 13t/2" 343 mm) --(330 mm)-- --(343 mm)-l 1" ( 25 min)- - tlgiav 1:-N. t4w four nails fir a-viyfull sAhrpre. SYIt)L' t ll. lyu 1` 14 V4' x' MEA I (" s05 mmi -+- r— [375 mm) — s-- (3,35 inmt -I Na!Irig % ils P (24 mm) Upp ral fn¢ I,nw¢r naa Ire 1' 125 in- r 1 Na16ty crag€ tat low and gland¢rd nkp¢s (from 2:12 to 21 12 Ntl rre oeun upper A ksn=r foes"1: wn a. bow, Exterior Research and Design,LLC. Evaluation Report3532.09.05-R11 Certificate of Authorization # 9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/ 08/2016 Page 7 of 12 STEEP SLOPE Use si\ miils :Intl four q)ots of asphalt roofing cement fin' LvelT fall laminated shingle. See. below. Asphalt roofing cement should meet r1S7M D4580 "flpe It. Apply 1" spots of asphnit roofing cement uncle each corner and ai xboul 12" to 13" In from ouch edge. METRIC DIMENSIONS l+— 12'-- 305 MM) 11 1 t2timm) Nail Area 1 _ For Steep }~ 25tnm)---- 141/4"—--12"— 375 mm) (305 mm) leah Tape 1 (25 rnm)-l Cement STEEP SLOPE I" 25 mm; TRINITY 1 ERD LANDMARK TL i t 9 "o, t 111100 Figure. 13-5: Use six nails andfour spots of asjihaltroofing cement on steep slopes: NorthGate: 12" 14-314" 12" 1 -(305 mm)-= -•— (375 mn*— °1 -'-(305 mrir}—I INa1inp knits m) betweaTt:) aver f "(25 mn)- jlK` Ih 7f wer 1 \\3 \ t Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail Imes as shown above. 6,8.1 Hip & Ridge for Landmark—, Landmark'" IR, Landmark*"" Pro, landmark'" Premium landmark'" TL landmark'"' Solaris, Landmark" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'"' or NothGate Accessory 12' 97/8° 305mm) (250mm) G 1 —415/16' 415/16' i50mm) (150mm) (125mm) (125mm) Not h for Noth for Centering Centering 12- . % 131/4' i305mm) Notches for Alignment to ( 337mm) Notches for Alignment to 5 Lthe Tap Edge of the Previous 7 the Tap Edge of the. Previous 7 /8' ) Ca for 125mm Exposure {180mm) 5. " {196mmP ( 1 P I Capfor5 t>i (141mm)Exposurc English Dimension — ll Metric Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, L-C. Evaluation Report 3532.09.05-R31 Certificate of Authorhotion #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 TRINITY ERA 9 2412' f Cerftting N fth I-"d — - (333 mm)- ._...II f+" 6 518 6 6/8'- I (168mm) 168mm)I 331t+1` —f 33?' 1m) Align J U Centering t+,Cites in lop 7 P8' Notch13tt4" I l cdrtc 41 4 mnt) 337 mm) / Align lhesoi3riNISowls^ 3 7 5t8" notches to lop 1 edge of (194 rim) previous course. NorthGate Ridge NorthGate Accessory 12 isDSmm) I I LayingNotch 5. I I II Figure 13- 20: Use laying notches to center shingles on Dips an d. ridges, and to locate the con-eet exposure. 6.8. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPS'm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.8. 1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar CrestT"" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization k9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 22 i TRINITY1 ERD i 6.9 PRESIDENTIAL SHAKE TM, PRESIDENTIAL SHAKE TM, (R, PRESIDENTIAL SHAKE TU." PRESIDENTIAL SOLARI9"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Pr6sidentlal For steep slopes, use nine nails for each full PresldenHal shingle and shingle as shown below. apply I' diameter spots of asphalt roofing cement under each shingle tab. Auer applying 5 nalls in between the nailing guide finest apply 4 nails 1 Nailing 1- 40" I above tali cutouts maldng certain tabs of overlying shingle cover nails. Guido, Lines (1016.n1tn) 5 114' — 1:33 M. .. 14.1/4" 1 1/2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6..- Fasten ing-1`r irke?TNrrI and Pres iden I id TL Shake sbingles on low and standard slopes. 1' diameter asphalt roofing cement Figure 16-7., FasteningPresidentlad and Pn=sldentialT/L Shake sbingles on steep slopes. 6. 9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'" IR, Presidential Shake TILT", Presidential Solaris"': 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles.up.to the ridge (expose no more than 7" from the bottom edge of the "tooth," Fasten each accessory Nvith 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 1.2`' x12"; Portland, ORprohees 97/8" x 131/4" accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic"' NP1T""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR hip and ridge shingles. 6. 10 HATTERASTM LOW, STANDARD AND STEEP SLOPE: s y s. ` -`1 j F(7 nim) rl_1t) mni) R30 mm) ('1,3nano 1 1-( 23n rmn) f230 (tim) I (230 mm) {230mm) I' 1 L. I„ — — — — 93,. I--( 25 mm) — (25 min) --j+ A-1 240 mm) Figure 15•3: f'{r.+•leneng lftillarns,S6in,lar nn Lorr rrud.5'Imrrlrirr/blolMa 1? or loss ;and s1:md;irdslopes, use five mails for each full I laneru shingle a5 Shlxru alirn'c. Exterior Research and Design, I.I.C. Certificate oJAuthorization #9503 FBC NON-HVHZ EVALUATION Figm, IS.d: nlslruLSe llrrltrrrrs SNnglm nn 3'trr 3frrl"s For steep slolx3, ti:.td nee uailL anddelglu slibts of a;Phalt raofia- cemirt for enrh lull naucras sblogle as aboim above. Apply I' 25111, 11) d1u,"oer.qu%is of ruofing.cemrm (:LSrAI 1) 455671gie If bilp- icil) under aria tab corner. 1'ress:dringla: intu place; do not OtPosa cement CAUTION; Tan muds rnafing cetnrm on c:au shingles to blister. Evaluation Report 3532.09.05-Rli FL5444- RlO Revision 11: 12/08/2016 Page 10 of 12 6,10.1 Hip & Ridge for Hatteras*"': 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 1544: 18 thrw ple,.ce units separate to make 54 Hatteras Accessory sbiri&,, 6.10.1.2 Option 2: Cut Hatteras Shingles g1,— 23. 0. M ) i I i I I I i 460.M) Cap Cap Cap Cap Shingle Shingle Shingle Shingle HV4re 15-20. Cut Hatteras shingles to make,caves cap. i R TRINITY; ERQ F:as`en 460 fnir) 203 mm) 'f —•: sues Figure 15 21: Installation of caps along hips and nAes, 6,10.13 For ASTM D3161, Class F performance use BASF "Sonolastice NPI"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND $LATETmi. HIGHLAND SLATE*" IR LOW AND STANDARD SLOPE: STEEP SLOPE:. 12M —1 1 lino-'; Miati-NdE ffquW*s SIX nails (Po+dnli- muledova cwler on.d u sham). Ftdttre 11-3: Use FIVE nails for every lligblarul Slily sb1mg4i Use FIVE nalls,and EIGHT spots of aspbal[ roofing cemehl" for each full Highland Slate shingle. For Mlami-Dade, SU nalls are rgguired. Apply 1" dlameter .Tots of asphalt roofing cement under each lab corner, Asphalt roofing c-emen( meeting ASTM I)4586'lVpc 11 is suggested. 15n"m) j25rmn) T AaamFDede r,gtun ae'` sixJin.4alehdd Rooting CmSent Flgrua 1f3Ar. Use MT nails and efgbi spots ofosplwlt roofing content under eacb lab corner. CAUTION: lvicessive use of rooting cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate", Highland Slate' IR: Refer to instructions herein for Cedar Crest*"', Cedar Crest" IR or Shangle Ridge*" hip and ridge shingles. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-1111 FL5444-RlO Revision 11: 12/08/2016 Page 11 of 12 6.12 PATRIOT*""S LOW AND STANDARD SLOPE Use FOUR nails for aeety full shingle localc d (Ls shomi below. solani Zrii7}a .+--.—•IZJ mFili. j— — j IiSCinxi:) II I Y,1 =f333nr1 firmms. t TRINITY ERD ti e F011R nails soul four spots of asphalt, roofing cement for ceel} full shinge as show beluw. Asplmll roofing cement meeling _ NI'M D4586 I}pell is ui[,esled_ ApplJ' 1'(5 nuu) seals of :rllh lt cording ecnaoilf nc shoten. CAUTIW Gscessive use of roofing cement can isiuse shingles to blisfer. Aoallnq Gemenl , 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 CA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorizationN9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 r TimlliY !,ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-11111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle, ADVERTISEMENT: The Evaluation Report number preceded by the words `TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E, on 12108/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD 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. Trinityl 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 Trinityl 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. TRINITY I ERQ ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and Sth Edition 2014) 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 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1999 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(T5T 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 OSNK07049 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 IOCA44960 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 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC, Evaluation Report3532.09.05-R11 Certii lcate o/Authorlratlon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 x ? t a g®®s1 t RI ITY 1 ERD 4. PRODUCT DESCRIPTION: 4. 1 CT201"', XTT"' 25, XTT"° 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4. 2 Arcadia*", Belmont'"', Carriage House Shangle®, Grand Manor Shangleo, Landmark'"', Landmark*"' IR, Landmark' Pro, Landmark*" Premium, Landmark'" TL, Landmark'"' Solaris and Landmark•" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4, 3 NorthGate'"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4. 4 Presidential Shake TM, Presidential Shake'"° IR, Presidential Shake TL"" and Presidential Solaris'"I are fiberglass reinforced, architectural asphalt roof shingles. 4. 5 Hatteras'"', Highland Slater" and Highland Slate'' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 6 PatriotTl is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4. 7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge,", Shadow Ridge—, Cedar Crest", Cedar Crest*" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinitylERD 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 in the HVHZ 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, 5hangle 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 PL® Polyurethane Roof & Flashing Sealant, appiiled 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 roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V'it = 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 shalt take precedence. 5. 5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC, Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11- 12/08/2016 Page 3 of 12 i o yi' r+}( a ".. Y F ,' T 1 ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3; per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905,2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6,2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20`, XT`. .25;XTT` 30, XTT 3QIR. LOW. AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four palls and six spots of asphalt roofing cement* for every full 305 mm) (305 mm) (305 rrrn) { Shingle (Figure 11-4), Asphalt roofing Cement mcettng ASTM D4586 i+-1" (25 mm) — Sealant — 1" (25 mm) 'y'Pe li is suggested. 5 s/a" (145 arm) 1 5 r12`' plant METRIC I -- 13?/a" -.— 13}Je" +- 131/s" Roofing Cement 1 ' (25 mm) Sealant 1" (25 mm) Apply 1" (25 mm)-sfmis of asphalt roofing cement under each tab corner. Figure I1-4: Use four nails and sir spots ofasphall cement on'steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister: Figure11-3: Usefournailsforemiyfillsbingle. 6.4.1 Hip & Ridge for CT20T", XT" 25, XT"" 30, XT" 30 IR: Cut Shingles 2"(50mm) r r25mm'+ i' 1 Remove iii+ f — — — —y— — — — i 12„ Cap Cap Cap (305 mm) Shingle Shingle Shingle 1 Figure 11-24,,Cut tabs, then trim back la wake cap shinyku English dlineirsions shown). e l1gc, IN,Tpoi Figure 11-25: Instrillation of eapsalong Me, hifis and ridges; 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic" NPITM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, L-C. Certificate of Authorization #9503 FBC NON-HVHZ-EVALUATION Evaluation Report 3532.04.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 f R:IN" 3 ERD 6.5 I ARCADIA'" LOW AND STANDARD SLOPE STEEP SLOPE Use SIX Rails for every fitil shingle located as shomi below. Use SIX :ills and FMIR spois of mphait roofing cement for tne F full shingle. as hown hek»w:3pplyaspbalt ronflng cement 1"(25 nun) r—, —•-• from edge of shingle, Asphalt r0fing cetuord ineeting AS7'M l) 4.586 Ii7:e I1 is cugges[cil: 15.nan} YiN mm) --.- Hail Line Hall ! Hail iin- (25 i me 2: Est? ,riruailsforct'rrpfirilstiing(u. urc 3; L?ert 0%. nails and four s/,ots• gfusphrdt roil Ing cement on'stecfi siopcs. 6.5.1 Hip & Ridge for ArcadiaTM: Cedar Crest'm, Cedar Crest"" IR Use two (2), minimum 1l-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 3/-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' NP11"' adhesive or Henkel "PL11 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. 8. tp- . 203 fill") (t-P_ ( 305 mrn) KP°pto WW Hand -sealing adhesive 1 /4" 4„— 3/4" — 1" Dab of asphalt cement betvQn 1„ shingle layers Exterior Research and Design, LLC, Evaluation Report 3532.09.05-RII Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 6.6 BELMONTIm, Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 57`t#FT:SI;. o MfdficnJ aiL ircequire S SS. i TRINITY: ERA 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 ASTNI D4586 Type 11 is suggested. 8 VT ly-- I-(S-r0 f '! / i' f25nm;_"I -•—i 518 : 7B :rn) ZIP Wo 1' M rtsmi .::,.... @ nelinq t L,-I m 6. 6.1 Hp & Ridge for Belmont—: 6. 6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar CreStTM IR hip and ridge shingles. 6. 6.1.2 Option 2: Shangle® Ridge Niguiv 17-I8: Spangle" Ridge. r ` 18° Exposure Remove tape from the rights ide and fasten SECOND Fasten. the, ,r left side 85 R RIGHT FIRST LOFT Figure _ 174-9.- Installation ofShangleO Ridge sbiogles on b1ps and ridgm. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®77 LOW AND STEEP SLOPE _ STANDARD. SLOPE Use sttvea nails an(Ftlispots of aspUt roofing cement.for every Use five waits for every hill lhaty le, fill ( ralltl Manor Shanl,lo l se fivee nails a ni three spoor of asphall, roofing cement for every full Carriage Ifouse Spangle and Contenuiul Slate.,Appiv aspbail roofing cement P' 615 mm) from edge of shingle 1'lgtrre 17-5). Asphalt roofing cement meeting AST\ti 045140 !I .Pe 11 1" is smggesied. 1-0 mm) 3 mm) MY' 8516" 3a mmj 10 Rim) L20 mRij 1° or le.,*; I''lgrrif 17 i t/.r8/t1w' aa71S/Ol' erw J1r11(; anddlatior charrgle, Carriage llolt. 1l4111810.orCeatenniat3late, l$Rlm}jl 22a'fRm) 1 a in, mn)T--.--- FiVor 17-5r iFkea invtagiirg {r'randiilanr.rSbnrgGs mrstrnp.rlo/nic - rice amen rith7,c and t! rra slwls t1Fa,,pt Silt rr gfiug reereitk 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARKY,m LAN[)MARKT"' IR,'LANDMARKTm PRO, LANDMARK"" PREMIUM, LANDMARK-'TL "LANDMARK T"' SOLARiS, LANDMARK7m SOLARIS IR,:NORTHGATES LOW AND STANDARD SLOPE LANDMARK TL 13112" 13" 13112" METRIC DIMENSIONS .--(343 mm)—.--(330mrri)-- --(343 moi 12" 143/4" 12" 1" (25 mm) 1" (25 mm)—+- -- j->-(3Q5 mm) --(375 mm)- J— (305 njm)--{ Nailiible Area Fignrx 1,;-i: tc, fotrr irarh'.jnr cvr !'frll si ingln. NorthGate: W DE ra D:ING iT 1434• iz, h F1i fir- f505 rrii -.. -•— (sX5 mtnj. --•.- -4- (3a5 mm) -+-I Nairn s. _.rtz Exterior Research and Design, I.I.C. Certificate of Authorization #9503 rim) vuuv i,zi r,+u il:nxer na l Icg Nailing areas for low and slandard slope Nal:ovtF.Pn uppef 4 kovier it a FeC NON-HVHZ EVALUATION to 21-12) Evaluation Report3532,09.05-Rif FL5444-RIG Revision 11: 12/08/2016 Page 7 of 12 TRINITY ERn STEEP SLOPE Ise - six nails and four spots of asphalt roofing cement for every firll LANDMARK TL lamimnedshinglo. See below asphalt roofing cement shoWd meet ASTM 1145861tpc 11. App1v 1" spots of asph;d( roofing cement uzrde each corner and at about 12" to 13' in from each edge. r(343 13/2° 13" 131' mm) mm) (330 mm) (34 3mm) METRI{ DIMENSIONS 1 + 1 "(25 mm) 1 "(25 mm) j l I 305 niin) (315 mm) (305 mm) 1'` - k-:-- — % 1" 25 mm)— -- (25 mm) s>:: . Y_ RoofingCemeni 1 t26mm) lleleaeboe Nail Area 1 __.-._._ ..f For Steep +— I It 25 mth)---- 4 (25 mm; Reolinn Cemen! 1 NorthGate: STEEP 12' 14-3id" SLOPE I — (305 mm)— -•— (375 m NAILING AREA I NaiGn a V(25 mm) betwe3 na Figure135: Use -six nails .andfourspotsof aspllaltrno# ngcementon steep slopes: 12" 305 rr 1"( 25 mm Nailing areas for steep tslopas (greater than 21:12) and " Stop-Nallfng" Nail beween levier 2 nail Ines as saosvn above. 6. 8.1 Hip & Ridge for Landmark"', Landmark*' IR, Landmark'^" Pro, Landmark*" Premium, LandmarkT" TL, Landmark*" Solaris Landmark'" Solaris IR NorthGate: 6. 8.1.1 Option 1: Shadow Ridge*' or NothGate Accessory 12' 97/8" 3l} 5mm} (250rnm) 0, g15116" 415/iG 150mm) ( 150mm) (125mm) (125mm) Notch for Centering imm) Notches for Alignment to Lthe Top Edge of the Previous 7 Cap for 5' (125mm) Exposure (18o English Dimension Shadow RidgeT" Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-14VHZ EVALUATION f Notch for Centering 131/ 4" R f 337miti) for Alignment to 75/8„ the TopE dge of the Previous 196mm) LNotchesCapfar5V041mm) Exposure I Metric Dimension Shadow RidgeT" Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 111 12/08/2016 Page 8 of 12 J IIM! Ge-ri:ti tltch '_ 337 tr,n*) " NrQn th^s j r lcha's to ti"p 6tJ(jCi7 3.(Ig6 MM) j . lttls G!t rsr NorthGate Ridge L I RINIT Y ERD 131181, 168 mrn)i (168 mm)r fiCentering f 3 114• ` Notch — k 337 mm) -. Align these notches to top 7 518 edge of (194 corn) previous course. t NorthGate Accessory t 2" so5rnm) Laying Notch i I Flgare 13-20.' Usa. 4yingnotcbes• to center shingles on hips and, ridges; and fo locate 3% correct exposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"" adhesive or Henkel "Ph® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-1110 Revision 11: 12/08/2016 Page 9 of 12 TRINITY!ERD 6.9 PRESNTIAL SHAKET"'; PRESIDENTIAL SHAKE'"" IDEIR, PRESIDENTIAL SHAKE TUm PRESIDENTIAL SQLARIST LOW AND STANDARD SLOPE: STEEP SLOPE; por low and standard slopes, use five nails for each full Presidential For steep slopes, use nlre nails for each full Presidential shingle and shingle as shown.below• apply t' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nags in between the nailing guide lines; apply 4 nails 1" Nailing I- 4W above lab cutou(s malting certain tabs of overlying shingle cover nails, Guide Lines (1016 mm) 51— 133mm) l IN 141i4" 1 1/2' 3fl mlrr) (36) • • • 11 i 1^ NOTE: Apply nails on painted guideline. Fegure16. 6FaslerringPresklenflat andPresidendial7LSbake V diameterasphalt rooting cement shingles on low and standad slopes. Figure 16- 7: Fasteninghestrlentird and Presidential T/L Shake shingles on steep slopes. 6.9. 1 Hip & Ridge for Presidential Shake'', Presidential Shake'" IR Presidential Shake TL"" Presidential Solaris—: 6. 9. 1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for. covering hips and ridges. Apply shinglesup-to theridge (expose no mole than 7" from the bottom edge of the "tooth." Fasten each accessory Fvith 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 121' x 12" Portland, OR produces 97/8" x 131/4' accessory. 6. 9. 1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP111" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6.9. 1.3 Option 2: Refer to instructions herein for Cedar CreStTM, Cedar CreStTM IR hip and ridge shingles. 6.10 HATTERASTM LOW, STANDARD AND STEEP SLOPE; r23) 23n run) n a) (?3a orn) (230 rum) I I f23g rnrn) f230 mall (230 mra). (730 2, Coto) r (2sinn)) ( 25mm)- g'iJ3 1140m11 nooRngCcmeof I ----- 240 ram) I• t pur1 i:I'n:YPrrFnf,ttetirvrt lunl'l ori;Y7ei(.Vnla9 For "leell ' Jov" qh five nnils;)Ad CJg}II d}YGIF of 1St h& erwfkg Figure ZS3: F'err(LnLrk (IrtJlcraa• b7inr ales o,i d- aonciill01 e Icb hlil Il:na, rs shlq ic. (s ahcnry nhuce Apple }' Lott, auASlandital Mopes 25=0 d1 tmcftr.vuli of roofine cj mei t (,L M 0 453674pe it For low and slang u'd slopes, use fire nails for each fall wsgotcd) under erb iob comer. Rees shingle into place; dr not I}a( erm shplglc as shown :dxom r:Xpose cau,ena: CAy'IYois: Too rnurh mofln0 sanest cite cau:c shingira 10 tllisler, Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 10 of 12 fR.lNffYIERD 6.10.1 Hip & Ridge for HatteraSM: 6.10.1.1 Option 1: Accessory for Hatteras C F€guae 15-14; 16 tbree piece units separate to make 54 Hatteras Accessorysbingles, 6. 10.1.2 Option 2: Cut Hatteras Shingles g11. 230 mm) I I Fa e I fir 18" (460 MM)` lboh dShini— is,, 20-rn )I" _r::* sae` Vm 40rn: Cap Cap. Cap Shingle Shingle Shingle Figure 15-20, Cut Hatteras shingles to inake caner cap. : Figure I5-21: Insta(dation of caps a(ong hips and rklge r; 6, 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticol NP1r'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, 6. 11 HIGHLAND SLAtt`rm •,HIGHLAND SLATE'"' IR: . LOW AND STANDARD SLOPE: STEEP SLOPE: Figure I1-3: (Ise MIF nails for evary 111gb1and Sluk sbingla Use PI.1Ti nails and EIGHT spots of asphall roofingcfMent° for each full Highland Slate shingle. For Nam( -Dade, Six nails are regulred. Apply 1' diameter spots of asphalt roofing cement under each tab corner, Asphalt roofing cement meetingAS'i'M D4596'Type'll Is suggested. g•_...—_g•— 1 irra ml. Inom l jnn em) Innmr 9 7P` MtiamrDade regwea ;. 25 mm) to mn) sulk GthM I`a78 w mates aAoverl • Roolhig Ce' en Figure 11- 3A: Use FITS nails and elgbt sets of aspbati roq ftng Bement under era:b tab corner. CAUTION:, lixcessive use otroofing cement can cause shingles to Mister. 6.11. 1 Hip & Ridge for Highland Slate T", Highland SiateT' IR: Refer to instructions herein for Cedar CrestT", Cedar Crest— IR or Shangle Ridge— hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05•1111 Certificate ofAutborization # 9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 T RINITY j ERD 6.12 PATRIOT*"' LOW AND STANDARD SLOPE STEEP SLOPE Use fOl.lt nailfor ctcrp full sltitiglc II7C1ted :1a shotstt belm, Usc FOUR nails and four shots of osy h:dt roofini cemcm fcn eicn full shiugie as sholvn helow. Asphalt roofing cement ntceting;W:,11.U4i86 T11) e 11 is stir rusted. Apply° 1'(25 nun) spots of asph;ill roofing Sralanl ecalol :ls sltotr'n. Cali 11ON: Eowessi¢e use of rorAng cement can enuse shingles to blister: o lyd (25 msn) V j?5 :r} il` 5 m^f I i33?rlt) {33-1!n 1 13537 i'r — — — — — — • — — SIS3 rml Pooling Cement 6. 12.1 Hip & Ridge for Patriot'"": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Ridge"", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorizatton N9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 Florida Building Code Online FI rida i all Product ApprovalUSER: Public Userd . r Product Anoroval Menu > Product or P.00lica[ion Search > Aoolication List > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1 Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Mission, NON -US 00000 551) S74-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 . 778)945-2891 elozano@interwrap,com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE El Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen oddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code bttp://ww y.ff'oiidabuilding.org/pr/pr_app_dtLaspx?pu==r vGEVXQwtDgv3yVVK.TZiQRAdhyL2ugkQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d[8/24/20171:57:59-PMJ-..--,., Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1507.2.3 1S07.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL R INT RWRAP RHINOROOF FL15216- R2TodfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF F 1 16- R2,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 S tat m nt :: 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(1j, Florlda 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 emaiis 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 determihe if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WIMECI¢ck Credit Safe SCCll)•I 1 bIETRIGS' ' htrp:/Aviviv.floiidabuading.org/pr/pr_app_dtl.aspx?param-,vGEVXQwtDgv3yV.VKIZ1QRAdhyl2u8kQG03,ljaHh\CeiOpVSvxwSdCoQ%3d%w'd[S/24/20I7.1:57:59.PM] - JTRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE; (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance:02/17/2012 Canada Revision 2: 04/27/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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. Trinityl 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 "Trinityl ERD 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 3. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing Was authorizedby Robert Nleminen, P.E. on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinityl 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 Trinityl 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. TRINIT YJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: En fi Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 1111712014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinciRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Woad Shakes Slate or Shingles Shingles Simulated Slate RhinoRoofU20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page Z of 3 TRINITY1 ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization #9563 F1.15216-112 Revision 2: 04/27/201S Page 3 of 3 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL1S216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/201S 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 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 Cade 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida. DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 34/27/2015. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl 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. S. 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1S07.8.3, 1507.9.3, 1507.9.S on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation, Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No Exposure Limitations: RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTIVI D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 F1.15216-112 Revision 2: 04/27/2015 Page 2 of 3 TRINITY1 ERD 6. 3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6. 4 RhinoRoof U20: 6. 4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6. 4.2 Single Laver: Roof Slope >4:12: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. if this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver: 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report I40510.02.12-R2 Certificate of Authorization #9503 F1.15216-112 Revision 2: 04/27/2015 Page 3 of 3 4/28/2017 Florida Building Code Online ti'K'!q "., v-r..«rl, •:->gf ,{'`,q may, 1, er x£' g 7r,{.c + ` -x .` , :> 7ae-a ; "' BCIS Home I Log In i User Registration i Hot Topics i Submit Surcharge i Stats 8& Facts I Publicatlons i FBC StaffI BCIS Site Map i Links..' .Search r 0im. Product Approval 4YUSER: Public User Product Approval Menu > Product arhppllratlon Search > Application LISC > Application Detail FL # FL3792-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lomanco, Inc Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco. com Authorized Signature Andrew Carter acarter@lomanco. com Technical Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext361 acarter@lomanco. com Quality Assurance Representative Andrew Carter Address/ Phone/Email 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext6163 acarter@lomanco. com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 Miami - Dade TAS 100 (A) 1995 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https: ltwww.Floridabuilding.org/pr/pr_app dti.aspx7param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 1/3 4/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online 09/30/2015 10/06/2015 10/09/2015 08/16/2016 FL # Model, Number or Name Description 13792.1 135 Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-3792 R8 C CAC Lomanco 135 - 2000 PV - NOA II - 0602.02.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2016 Other: 1. Refer to applicable building codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power FL3792 R8 II Lomanco 135 - 2000 PV - NOA 11-0602.02.odf Verified By: Miami -Dade BCCO - CERRoofVentshallbeinstalledovercompositionshinglesroofs only. 3. Model 135 Roof Vent and Model 2060 Power Roof Created by Independent Third Party: Vent shall not be installed on roof mean heights greater than Evaluation Reports 33 feet. FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602,02,pdf j Created by Independent Third Party: Yes 3792.2 Y 730 Roof Louver-^ -^ Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in,HVHZ: Yes, FL3792 R8 C CAC Lomanco 700 Series--" NOA 11- 0602.04 odf'. Approved for use outside HVHZ: Yes 1 Impact Resistant: N/A - Quality Assurance Contract Expiration Date Design Pressure: N/A Other. 08/16/2016 - 1, Refer to applicable building codes for required Installation Instructions: ventilation. 2. Lomanco'.s Model 730,750,770 Roof.Louvers. FL3792 R8 Ih Lomanco 700 Series - NOA 11-0602;04.odf Verified By; Miami -Dade BCCO - CERIshallcomplywithapplicablebuilding. code. 3. Lomanco's I' Model 730,750,770 Roof Louvers shall not be installed on roof Created by Independent Third Party:. I mean heights greater than 33 feet. Evaluation Reports FL3792 R8 'AE. Lomanco 700 Series - NDA 11-0602 04:odf Created by Independent Third Party:: Yes 3792,3 1750 Roof Lauver I Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- 0602.04.odfApprovedforuseoutsideHVHZ: Yes r Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 1. Refer to applicable building codes for required 08/16/2016 Installation Instructions 1 ventilation, 2, Lomanco's Model 730,750,770 Roof Louvers FL3792 RS II Lomanco 700 Series - NOA 11-0602,04 odf shall comply with applicable building code. 3. Lomanco's 1 Verified By: Miami -Dade BCCO - CER Model 730,750,770 Roof Louvers shall not be installed on roof Created by Independent Third Party: mean heights greater than 33 feet. Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602.04.pdf Created by Independent Third Party: Yes 3792.4 770 Roof Louver' Aluminum Roof Louver - - T Limits.of Use Certificatlon.Agency Certificate Approved for.use in HVHZ: Yes FL3792 R8 C CAC" Lomanco 700 Series - NOA 11- ... 0602.04:odfApprovedforuseoutsideHVHZ:.Yes. Impact Resistant: N/A - Quality Assurance Contract Expiration Date Design Pressure: NJA 08/16/2016,-.. _ j Other: 1. Refer to applicable building codes forrequired Installation Instructions ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers F0792 R8 II Lomanco.700 Series- NOA 11-0602 04 odf Verified.By;".Miami-Dade BCCO - CERshall.comply with applicable buiding code. "3::Lomanco's . - - .. Model 730,7S0,770 Roof Louvers shall not be installed o.n roof Created by Independent Third Partyi.' mean heights greater than 33 feet, - Evaluation Reports FL3792 R8 AE Lomanco 700 Series - NOA 11-0602 04 ndf Created" by Independent Third PartyYes i3792. 5- 770D Roof Louver TAluminum Roof Louver Limits of Use — Certification Agency Certificate Approved for use in HVHZ: Yes ! FL3792 R8 C CAC NOA 15-0709,09,pdf Approved for use outside HVHZ: Yes J Quality Assurance Contract Expiration Date Impact Resistant: N/A ( 10/04/2020 Design Pressure: N/A Installation Instructions Other: FL3792 R8 II NOA 15-0709.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports httpsJlwww. floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbeVjdikEk7oGQ6zyYnmk%3d 2/3 4/28/2017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.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 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 cllck here . Product Approva l Accepts: 94I ':1T, Credit Card Safe https://www.floridabuilding.org/pr/pr_app dtl,aspx?param=wGEVXQwtDgsFgPliXouzz9PGbeVjdikEk7oGQ6zyYnmk°/*3d 313 MIAMI DARE ,:; MIAMI-DADE COUNTYaa ' PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTINIENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamida(le.go./btiiidine/ 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 BNC - 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 Mianu 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 mamier, 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. BNC 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: 135 Roof Vent, Lomanc.00l 2000 Power Vent 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 theexpiration date or if there has been. a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion. of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0602.02 MIAMI• DADE_COi j Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cateaorv: Roofing Sub-Cate2ory: Ventilation Material: Atuniinuin TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 13.5 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancoo12000 Power theimostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test A2ency/Identifier Name Report Date PRI Asphalt Technologies, hic. TAS 100(A) LOM-011-02-01 04/05/06 1„• , NOA No.: 11-0602.02 M aMi anoE cauNrr Expiration Date: 08/17/16 J + + Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards, Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up, Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and I" from stack every 45' with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum. of 32 nails and shall be of sufficient length to penetrate. through roof sheathing a minimum of '/2". See details drawings herein. Seal all seams and nails with roofing cement. Net free Area Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomanco.ol 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, hie. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle ,roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Administrative Code NOA No.: 11-0602.02 MIAMI•DAD1 COUNTY Expiration Date: 08/17/16 MEW Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART # I 17DA I r<o I [)E-SCRIP 110N I MA fl-R! Al. 1,441 wi 0201-501 1 1 DOME 0-12±.0025 X 28-50 X 26.50 50 05-0 AL 3.2504 020 - 5112 2 1 BASE 032-t-0025 X 20 X 23 5005--0 AL 1.84")# 020 -503 1 1 RAINSHIELD 019t.0025 X 19.5D X 19.50 .005-0 AL 913# 0410-501 4 3 BRACkLY 16 GA, X 1,250 X 7.580 CALV. STEEL 195# 0201-507 1 SNEEN 028 X 5 X 41-375-8',<8 MESH PEr-,M-.A-I<O]F' 14040001V, Ei 12 Rl"JE T 3/'164) x .//3-,.2 OVALF11). AL 1105000281 7 3 SCIRF.W 14 X 1/2 HWUk) TYPEAl -AB" Z-114C, PLT END OF TMS ACCEPTANCE MIAMI-DADECOUNTYIM FJIJ ;(Iffllll NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date, 08/17/11 Page 4 of 4 MIAMIDA E MIAAiI-DADS COUNTYR ,tr$14, PRODUCT CONTROL SECTION BUILDING AND NEIGIiBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DNISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) `nvw.miamidade.gov/btiildin / Lonnanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being 'issued under the applicable rules and regulations governing the use of con struction.materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - 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. BNC 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: 135 Roof Vent, Lomancool 2000 Power Vent 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 therehas 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 die manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigern. v4 NOA No.: 11-0602.02 MIAWDADE COUNTY Expiration Date: 08/1.7/16 Fjgy qlvApproval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Category:, Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAVIES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS 100 Powered Roof Vent, with fan and Lomancool 2000 Power thermostat with a alurn iiiun hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test. Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 a NOA No.: 11-6662.02 Miar t oADE COUNTv Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between, two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point, scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. 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 facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1 from stack every 45' with approved. rooting nails, keeping heads of nails under shingles where possible. Use a .minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a mininitim of %". See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wining shall be installed in compliance with Lomanco, .Inc. published instructions, and in accordance with applicable Building Codes. This acceptance is for installations over asphaltic shingle roofs only. 4. 1 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a duality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida. Administrative Code NOA No.: 11-0602.02 MIAM•oaoECC1UNTr Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 3 of 4 f DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART # I i'TEm I rr.g I DESCRIPHON 0201 —50i i l DOY C c- , 105 0,21 2 BASE 0 201 - bf) 3 3 1 E RAIN S H i E I.. D 041h- 561 4 BRACKET' 0' 2 01 - 5 ()7 5 1 SCREEN 1404000i65 6 i2 RIVE 1 1405000281 7 3 SCREW APPROVED ME MATER! Al- MAT kNT 1 . .. .. .......... . ............. . . . . . ..... . . ....... 01321. 0025 X 28.50 X 28.50 5005-0 AL 3 255, () # 032+. 0025 y 20 X 23 K"'155 -0 AL 019±. 0025 X 19.50 X 19.50 5005-0 AL .913# 16 GA. X 1.250 X 7.580 !,ALV. SIELL 028 X 5 X 41.1575-8X8 MESH PERMA-KOJT. 3/16^ X 7/-42 OVAL HD. AL 111 X 1112 HWUHLh TYPEEM "AEl- ANC PIJ END OF TKI'll"IS ACCEPTANCE, NOA No.: 11-0602.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 MIAMI-DAD;E on D'[[AiYII-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 1.180.5 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidade.goy/buildint/ Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable riles and regulations governing. the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC -- 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. BNC 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: 135 Roof Vent, Lornancool 2000 Power Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after- the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0501.11- and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 11-0662.02 Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 1 of 4 ROOFING COMPONENT APPROVAL Cate2orv: Roofing Sub-Cate2ory: Ventilation Material: Aluminum TRADE N.AMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof Vent, 9" x 28.5" TAS TOO Powered Roof Vent, with fan and L' omaneool 2000 Power thermostat with a aluminum hood. Vent MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date PRI Asphalt Technologies, Inc. TAS 100(A) LOM-011-02-01 04/05/06 NOA No.: 11-6602.02 MIAMI DAdE CUNTY Expiration Date: 08/17/16 3 "' Approval Date: 08/17/11 Page 2 of 4 APPROVED APPLICATIONS Cutout: Vent must be located 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 14" diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Listallation: 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 arourid 'the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45' with approved. roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of'h". See details drawings Herein. Sea] all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: Refer to applicable building codes for required ventilation. 2. 135 Roof Vent, Lomancool 2000 Power Vent, thermostat and wiring shall be installed in compliance with Lomanco, Inc, published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only, 4. 1.35 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on roof mean heights greater than 33 feet. All products listed herein shall. have .a quality assurance audit in accordance with the Florida BuildingCode and Rule 9B-72 of the Florida Adininistrative Code NOA No.: 11-0602.02 MIAMI•DQDE COUNTY Expiration Date: 08/17/16 u1jittly1*1 Approval Date: 08/17/11 Page 3 of 4 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART # I'i EFG REST XWRIPTICHV M!ATERIAJ_ MA'1 WT 0201-501 1 1 OWE 032i.002.5 X 28.50 X 28.50 5005-0 AI_ 3.250,y 0201_.?02 2 I BASE 032z.0025 X 20 X 2-15005--0 AL 1.8.10 02.01-503 1 RANSHIELD 019t.0025 X 19.5.E X 19.50 5005-0' AI_ 91)# 0410-.501 4 3 BRACKET 16 GA. X 1.250 X 7.1 80 OALV. STEEL 195Y D201-507 5 1 SCREEN 028 X 5 X 41.375-$X8 MESH PE:RVI-A-KQTE 1404000165 6 1:2 PIVET 3/161, X 7132 OWL HD, AL 1405000281 7 3 SCREW 14 X 1/2 HW1JH0 TYPEM "AB" ZINC PL.T END OF THIS ACCEPTANCE NOA No,:11A602.02 MIAKI.E COUNTY Expiration Date: 08/17/16 Approval Date: 08/17/11 Page 4 of 4 4 4/28/2017 Florida Building Code Online BCIS Home ' Log In User Registration Hot Topics Submit Surcharge Slats &. Facts I Publications I FBC Staff I BCIS Site Map I Links Search O N Product Approval arty,. USER: Pubilc User Product Aooroval Menu > roduce n _2 i ration Search > Annlicatiof ,List > Application Detail FL # FL158-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete,com Structural Components Products Introduced as a Result of New Technology Certification Mark. or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI 318 2011 ACI S30 2011 Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https://www.floridabuilding,orgtprlpr_app dtl.aspx?param=wGEVXQwtDquegl%2bT71%2fF192gnRzHNulcci5pgL-XkU6g%3d iro 4/2812017 Florida Building Code Online Date Validated 05/ 06/2016 Date Pending FBC Approval Date Approved 05/ 06/2016 Summary of Products: =: FL # Model, Number or Name Description --- 158.1 High Strength Concrete Lintels— _ 14, 6, 8, and 12 inch wide lintels Limits of Use Y Approved for use in HVHZ: Yes Certification Agency Certificate Approved for use outside HVHZ: Yes I FL158 R8 C CAC NOA 14-0903 03 Ddf i FL158 R8 C CAC NOA 16-0126 Impact Resistant: N/A Design Pressure: N/ A 03 odf Quality Assurance Contract Expiration Date Other: Superimposed loads shall not exceed allowable safe load 05/21/2017 Installation Instructions III I FL158RS II NOA 14-0903 03 Ddf FL158 R8 II NOA 16-0126 03 odf j Verified By: Miami -Dade BCCO - CER i Created by Independent Third Party: Evaluation Reports 1 Created by Independent Third Party: E41:1 =a• o Contact Us ::.2G01 glair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007- 013 cf r f FI Privacy Statement:: Aece25lbility 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 thisentity. Instead, contact the office by phoneor by traditional mail. If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(t), FloridaStatutes,. effective. October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis providedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply personal address, please providetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublicTodetermineIfyouarealicenseeunderChapter455, F:S., pleasedickhere . Product Approval Accepts: 0 RAN u_ei:_ c Credit Safe S i C U l `t T<y ht kT3; I C 3https:/lwww.floridabuilding.org/ pr/pr_app dtl.aspx?param=wGEVXQwtDquegl%2bT71%2iF192gnRzHNulc45pgLXkU69%3d 212 M I A M i-DADE MIANTI-DADS COUNTY e PRODUCT CONTROL, SECTION DEPART\I.ENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 1 t805 SW 26 Street, Roont 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ wtvw.miamirladegov/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 Mianii Dade County) reserve the right to have this product or material tester/ for quality assurance put -poses. If this product or material fails to perform ill 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 describedherein, 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", shect 1 of 1, prepared by Craig Pan ino, P.B., dated Marcl 24, 2003 and Drawing No. LT46 i2, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all' bearing the, Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade.County Product Control Section. MISSILE IMPACT RATING: Large. and Small Missile Impact Resistant LABELING: Each Lintel shall bear a permanent -label with the manufacturer's name or logo and the 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 followe&by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be, done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request of the Building Official. This NOA revises NOA'# 13-0321.07 and consists of this page 1, evidence submitted pages F.-I, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Heliny A. Makar, P.E., M.S. NrYi NOA No.14-0903.03 CM1: AM111D,ADEr< - ' ... Expiration Date: 09/11/2018 v/ Approval Date: t0/09/2014 f,, :• ' - ' 2. a Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawhig Aro. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prrehcu'erl by Craig Par'rhto, P.E., dated March 24, 2003 and DrmslingXo, LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Sclfe Load Tables'; sheets I through 3 qf'3, prepared by Craig Parrino. P.E., dated rtlarch 24, 2003, last revision Al dared April 28, 2003 both drawings signed curd sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, her ASTi11E-529-94, prepared by Applied Research Laboratories,. Report Mo. 30404A, dated 04110103, signed and sealed by Chi-istopher /t. Hermon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0.5129103, 207 pages, prepared by7 Craig Pcn•rino, P.E., signed and sealed bl> 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. Qualitl, System Martial far Cast -Crete Machine 11ade Precast Liirtels revised on Arab 1, 2002. 2. Cast -Crete Quality ,S ,stertr Alanual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Draiving Ara FD4612, titled "Precast and Prestressed Lintel Details", street I of 1, prepared by Craig Parrino, P.E, dated Alarch 24, 2003 and D•mving Ara. L74612, titled Cast -Crete 4", 6" R 12" Lintel Sarfe Load Tables'; streets 1 through 3 of 3, prepared by Craig Parrino, P. E„ dated 11arch 24, 2003, last revision dated Men-ch 11, 2008. B. TESTS 1, Noire, C. CALCULATIONS 1. Arone, D• QUALITY ASSURANCE I, 13y 1fiaml-Dade County Building Code Compliance Q§i'ce. C. MATERIAL CERTIFICATIONS 1. None. T a HeMly A. Makar,1'.E., il1.S. Product control unit sulm-visor NOA No. 14-0903.03 Expiration. Date: 09/11/2018 Approval Date: 10/09/2014 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 LintelDetails", sheet 1 of 1, pr-epar•ed by Craig Par•r-irro, P.E., dated .11ar•clt 24, 2003 card Drcrtt'ing Aro. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Scife Load Tables", sheets 1 through 3 of'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated 11arch 11, 2008, all signed and sealed by Craig Parrino, P. E., on illarch 22, 2012. B. TEST'S L None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. B), ttlficiirri-Dade Coruny Depar-rnterrt of Pei-riritting, Err>>irorrinelrt, ctnd Regtricrtor3, affairs. E. MATERIAL CERTIFICATIONS 1. Norge, F. OTHER 1. Letter fi°om Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P, E., certifying compliance with the P'loridet-Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Alone. B. TEST'S 1. None, C. CALCULATIONS 1. atone. D. QUALITY ASSURANCE 1. By ]Band-DadeComay Department of Regulatory and Economic Resources: XR). E. MATERIAL CERTIFICATIONS 1, None. product Cautrol Unit Superviso1. NOA No, 14-0903.03' Expiration Date: 09/1 tt2018 Approval Date: 10/09/2014 E- 2' Cast -Crete USA Lre NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW .EVIDENCE SUBMITTED A. DRAWINGS 1. Draining Alo. FD4612, titled "Precast and Prestressed Lintel .Details'; street 1 of1, prepared by Craig Parrino, P. E., dated Afarch 24, 2003 and Drolving Aro. LT1612, titles! "Cast -Crete 4 ", 6" & 12" Lintel Sqfe Load Tables ", streets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Crag .Parrino, P.E., onAugust'19, 2014. B. TESTS 1. 1lrone. C. CALCULATIONS 1. Calcr lations for Cast -Crete Limets, s/irtec10811912014, pages 14.201 through 14,236, prepared ly Craig PClrTillo, P.E., signed and sealed by Craig Par•rirlo, P. E. D. QUALITY ASSURANCE 1. By Miami - Dade Count)) Depar tilleut of Regulcitor j, and Ecouonric Resources (RF,R). E. MATERIAL CERTIFICATIONS I. None. F. OTHER 1. Letter fr• onr Cast -Crete USA, Inc.,, dated August 19, 201.4, .signed and .settled b3' Craig Pllrrino, P.E., certif Edition. ping compliance with the Florida Building Code,, 2014 HelwyA. matcar, 1,, E,, 1Vi.S. Product Control Uuit Supervisor NOA No. 14- 0903,03 Expiration Date: 09/ 11120(8 E-3 Approval Date: 10/ 09/201 d HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS W PR UM U-LINTEL +2_U ECASE / 2' -RECESS MOOR Lt-L—LI-UTrrL ( ,6" PRECA<r 1_I{Nr l 4- SOLID LNI TEL ale i L 1 B - S1raNu y 4 isaa[oi T/32'I R )/xCw Al{AAUPS fIVANf AS 1f/ MtCK a AA 4m'X1pNR N 1W 4M TTPt 'R'.SJjggUP] Tl1R'f 4 y AAU/5 er,ee o nHfNc mot' °al" ,Ik SOLID LINTEL n ATA TART F A" PPFCACT 11—I INTFf_ DATA TABLE E r aiext.>ir ertastF 9 1 1r1 rFz IQEE I mm[CmiO vmo T')" PPFr AST II-I`INTrl DATA TABLE I ifR:LlfiE i:a: y11E- J W6+E;;; B Et lal6s•+a+:l 16rar'rmFrrr6>.ar.Tzsr lS1.L 1.A A71,Q+IIS1.l a r ii; t;c vtmJa lva>v 6"GJIf lY g 1• m tnc>{,.ru st'e—ra.u...efi-yrSi.6 s s>icvsv nOrr. c>a. . e>rraa>rFsrt s$ma M EAGER CE CE L TYPE "B TYPE "A" .STIRS 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 11iCNlrto~ xzv w stwsur] A 1ofGtM IXR T"S f7lDPRIBTART INIOANATION IB PROVIDE' ROA.. PAOWCI.APPALn- R IS PRO[EC1E0 67 COPYRIDRi UM5 AND CANNOT B[ ftEPROWCEO OR DIU ttlE0 wffm TIN: PRIOR WRITTEN MSENT DAST-CKME VSA, Nc. 1. PEINIDACINo "T i/]2 RAt AW AS101 As. PI. AND IS AERA oAAOE 6o N. -$ 2. FONCRti[ SIAABMI, Ye " bDW P51 r0A ALL { 1,10 AND 12wo PAFCAST yNiF1A; Is l000 PSI "R A. 1NDN U.— 4 SLRVPINO STAFNDIN: 6 AO 12 W. NN1tt5 . 20 PW 6.. NOTte TNC TA NDNRFR Ot' STIIRUPS AtWAREO At WUI w 5TATINO r— GCN TNO W TNt AONIOACINO CAM rOR MW U — N0: OT MR.]. a, TNW LR[ TA2AK— M05Et sN 1. WnOY STFFL 3N A[ M BACN ONE INC. 10 IL PLAN VAIN [Nos oN O"ANO 12 MCN UNi[IS mim SIAIPRINo to. FOm 2 ST EW$ rm GCN E" yb4t`(`_. Pry f1" 6V4 1 • • J G CEN O PRODUCT 1cE vlst rr ex DcmP1Y1 6 6 0. L'la D o. 4 u olaib Tl sr u r 3 t 3 i- r' 1tna1AtctPLA. S T qOF lt C Or cft10, O R I Q , CRAIGPARRINO oo S, N;; FL P.E. L C. N03447 PRECAST AND PRESTRESSED LINTEL DETAILS M. CROM PARAINO, P.E. I D.RAWMR 104612 GENERAL NOTES 1) Materials: L'cr 4' proms( 6n(el 7000i6^ d:. i2 press l lintel 6 Opp pD f o grout _ 3l%:0 ps w8h 'mum 3 8 inch. aggreqote Concrete. mo onry its Si:MU) par A51 C90 .9 minimum net areaperASTMsirGnuat9WpsbarperASTMC270mds60MmartenperASTMCZ%0 typo M.w S 2) All sofa load tables hosed on ro'v3mum 4 inch nominal bearing. Exceal'i— Sof* bads for Imtel fv 6U6, 12U8 arW 12RU6 must br «duced by )f if hearing length Is less Then6i/2 inches. 3) Provide fuel mortar bed and head joints. 4) The number in poreatbesis Indicates the perae7)t !eduction for grade 40 field added rebar. Exdmbte: 1T-4' lintel 12F24-28 safe gravity. load = 1428tiq d/ 14x iedupl'nn -0 1428 (,86) = 1228 plf 5) Al Nntdz meet w exceed L/360 611ecf'an. FKCdpllg9; 13rltel types 8 8 6 MIS 17'-4' k bnger noels or exceed t/180 -0e8alioa Lino Le Fmited to-d'alions -Ming the Fladdo nulding Code. Secl'ad 1604.3.1 as applicable. 6) 5tw.re filled lintels as required. 7) 4' solid lintels to be indio6sd w/ 4' dimension horizontal and 8' dIna"'Jon vertical. 6) InataBalion/ollxlehment of lintel must campy wdh the orchiteelurol and/or sUucbrml duaumclds: 9) The designer may eveloata concentrated loads I_ the sole bad tables by cokuto0ngthemaximum1"alinq mment and shear of d-owey from the faceofsupport. 10) M.R. - Hot Rated 11) 8ettam Feld added re bar to be located at the bottom of The lintel coi(y. TYPE D Sl A JTION r- nuo am. amur/U-.0.0 I °" iwvu a tjrsm"tm. r 12F16- 28/2T xovna. smu-1 Lautivmr a is s[ aM AT,re 1) a OUM rqt 12 Iblii9 1) Kau— rat{ e, UemS z, a T,_t/r•otix Gnuff h) uvu.¢a raR 12':IAMS h) aroma msa'sentss 11 5ZEl AC1WL. earuuarxeomss: r aa 12• NOMINAL WIDTH 12) 6' 8 12' Untels ore manuroetursd ,ith 5-1/2' long notches at the ends to. ottamo0ateertInetrri^9 and gravti% 13) The exterior a e 1 lints na(OW in exterior comfele moseonyrY ealb shall hoe acantingofRaWe'- oppyc4 In aenardaace wth AS11J C-926 ar olhe,,opp_.d coating. 14) Unlels loaded ximubanaousy wth vm6ca) (qVn or uplift) and horizontal (lateral) loadssh.Ad be chmbi ecked fortheconebodingwith the Waving-equotan: Apgiai mt,, al load Applied horizaMai load vert ical tical loud + Sofa T—oalcl Ioad 5 1.0 15) For mmposltelintel he$ghis Pat shown, use salesloadfrom nut Baer height ehowm 16) For Gntal Ien91As not shown, use safe bad from neA ImIled length shown. 17) Sole loads am supertmpoeed_ allowable foods. 10) Safes TWO, bcsed an rational design ajolyeis per ACT 530 and ACI 318. 19) Additional lateral load copanity can be obtained D99 the des!gnor by providing additional reinforced concrete masonry-1. (RCMU);above the 6nte1 .See sketch below; F'm=15OOpsi 1/ 2' C1R a 4S8 MEMBER OF Z Via- SEE SAFE LATERAL LOAD TABLES FOR LOAD RA11NG FOR EACH ADORIONAL REINFORCED CIAU (RCMU) FULL COURSE 5 REBAR FOR 6' UMELS 5 REBAR FOR 12' LINTELS or GR60 SAFE LOADS FOR 4" SOLID LINTELS 4-401m GRAVITY LENGTH TMPE 4S8 3'- 6' ( 421 PRECAST 1180 4'-0" (48-) PRECAST 959 4'-6- (54') PRECAST 789 5'-10" (70') PRECAST 460 6'-6" (78") PRECAST 360 7`-6" (40') PRECAST 260 9'-4' (1121 PRECAST 156 10'-0'(126') PRECAST 116 C^rnCRrn UPLIFT LATERAL LENGTH TYPE 4S845$ 3'- 6' ( 42-) PRECAST 687 371 4'-0- (48-) PRECAST 597 320 4'-G- (54' PRECAST 529 258 5'-10-(70') PRECAST 407 148 6'-6- (78-) PRECAST 366 118 7'-6a (901 PRECAST 280 87 9'-4' (112") PRECAST 187 55 10'-6-(126') PRECAST 152 43 yes C; .-= 7UC,f RPVIStin p: Yf apPlJ nSu ,h fha Fr via S7 T F 13WldinxC aOc'• n / ^CRAIGPARRINO AMylrnc v ( 4-c 53. j pRtp SW4CR579 IntionU,o - e°°° r,/OrVf1l t FS F ERA 033584 RE, UC-e e .seal44756m- CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE TUX: DBSURS-14 DRAWN By, JONAH AIRMW SCALE: H.I.3. 0.1iEr 3/24/03 CHECKED6Y, CRAIG PARRINO PE -AEC NO 44756 DRANIIl4`N0 LT4612 SHEET I Of 3 CGFF GRAVITY LOADS FOR 6" PRECAST U•LINTELS 10— 40 -m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 6F8-19 61`12-18 06-19 6F20-10 6F24-18 6F28-19 6F32-19 S -6- (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 4'-0' (48") PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 5'-10"(70") PRECAST 1067 1260 219B 3557 5734 7227 8297 8225 on 6'-6" (78') PRECAST 949 1078 1831 2850 4328. 6737 8297 9357 7'-6" (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4" (112') PRECAST 5134 660 1056 1523 2084 2795 3731 5017 10'-6"(126-) PRECAST 503 566 1 895 1270 1706 2235 2898 3747 11'-4'_(136') PRECAST 457 513 805 1133 t507 1952 2492 3163 12'-0'(144") PRECAST 425 1 477 744 1042 1377 1769 2238 2808 13'-4'(160') PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(168') PRECAST 351 392 605 835. 1087 1373 1703 2087 17`-4'(208") PRECAST N.R. 299 455 620 794 985 1198 1437 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR: SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF rt•uw SAFE LATERAL LOADS FOR 6" PRECASTU•LINTELS 4w 6 M'"ar1f SAFE LOAD PLF TYPE LENGTH, 6U8 6F8 RCMU S-6' (42'1 PRECAST 587 1055, 596 4'-0' (48") PRECAST 487 787 445 4'-6" (54") PRECAST 416 609 344 5'-10`(701 PRECAST 300 350 198 6'-6" (7B") PRECAST 263 496 157 7'-6- (90") PRECAST 222 367 116 9'-4- (1121 PRECAST 173 352 74 10'-6-(126") PRECAST 151 276 58 11'-4-(136') PRECAST 139 311 j 49 12'-0-(144') PRECAST 131 277 44 13'-4-(160") PRECAST 117 223 35 14'-0-(168 PRECAST 1t1 202 32 17'-4-(208") PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U"LINTELS c*mv,t sm I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-11 6F12-11 6F16-tT 6F20-IT 6F24-tT 6F28-IT 6F32-1T Y-6" (42') PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48") PRECAST 122.5 1800 2357 2913 3470 4027 4583 4`-6" (54-) PRECAST 1083 1592 2084 2577 3069 3562 4055 5-10"(70") PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6` (78') PRECAST 723 1097 1437{1 1777 2117 2457 2797 7'-6- (90-) PRECAST 648 863 on V.)1249 15441,1 1840 w 2135 2431 PI9'-4- 112'1 PRECAST 575 571tn 980,, 1252 1492 1732 1972 10' -6- (1 26'7 PRECAST 514 462,,,} 787 1121,, 1336J 15511 1766 T1'-4"(136 PRECAST 474 404t) 685 » 985 to 12131E 1442 1645 v 12'-0'(144")PRECAST 454 36741 619 888 1093 y 1299 1506. IS-4-(160') PRECAST 402 308 516 736, 906 ,: 1076 1247 14'-0'(168') PRECAST 368 n 285(q 475 677t 832 . 989 1145 1T-4' (208') PRECAST 253. 208 . 336 476 585 •- 693 803 O THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 p\\\p plpp/l!I G) PANCENS O% 44 Ronurrrtl:vLs o L I a3 CuJo 'iNl W,'/wid, T FIj. II7 •' C•c( /QP A%PLnnteN 1tPsFirerionDne f G3•G3 C: CRAIGPARRINOR1 6024 OR 579 Miem rJ dq:iC,_.. S7ONALE: o"' SEFFNER•FL 33684 8*44H11%0 FL.P.EIIG.N0:44756 nnE CAST-CRET_E_ 4", 6" & 12" LINTEL SAFE LOAD TAE FlLE NAYS: DBSUBS-14. I DRAWN BY. JONAH ARNAUD I SCALE: N.I.S. SAFE GRAVITY LOADS FOR 12" PRF:rART 11-1 LIUTrl c SAFE SAFE LOAD POUNDS PER LINEAR FOOT rum 14- F'KtaA5F U•LINTELS cg SAFE LOAD PLF SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD POUNDS PER LINEAR FOOT LENGTH TMPE 12UB 12FB-29 12F12-28 12FI6-28 12F20-28 121`24-28 12I28-28 12F32-28 LENGTH TYPE 1 2U8 1 2F8 RCMU TYPE LENGTH 12iB-2T 12F12-2T 12F16-2T 12F20-2T 12F24-1T 12F28-2T 12F32-2T 3'-6' (42') PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 S-6" (42' PRECAST 1195 4841 393 , 48') PRECAST 2123 4232 5838 7619 9352 11080 12755 3'- 6' 4 ° 2) PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 6" (54°) PRECAST 5'- 10"(70") PRECAST 6'- 6" {78'} PRECAST T- 6' (90') PRECAST 2396 1612 1383 3464 2320 1986 5304 3218 2619 7619 5234 4146 9352 8487 6421 11060 1106D 10032 12755 12755 12755 14438 14438 1443%, 1443$ 4'- 0' 48' PRECAST 71295 4841 2994„ 4'-0" (48") PRECAST 2364 3721 4872 6023 7174 8325 9477 4'-6- (54T) PRECAST 5'- 10-(70") PRECAST 6'- 6" (28') PRECAST 1049 681 579 3922 2547 2167 2417 155 Ln 2t 1234Dn 4'- 6' (54' PRECAST 5'- 10' 70"", PRECAST 6'- 6' (78') PRECAST 2113 1623 1444 3291 2527 2259 4310 3310 2972 5328 4092 3675 6347 4875 4378 7365 565B 8384 6441 9'- 4' {112' PRECAST 10' 6"(126') PRECAST II'- 4"(136") PRECAST 12'- 0'(144") PRECAST 13'- 4"(160") PRECAST 14- O'(168')PRECAST 1138 7g5 614 518 456 359 321 1626 1216 1043 945 878 767 ( 720D 2131 1535 1295 1162 1073 926 865 3218 2230 1853 1649 1513 1294 1204 4676 3083 2516 2216 2020 1709 1584 6756 4167 3323 2893 2817 2188 2D17 9763 5593 4334 3719 3333 2743 2451. 1352 7552t 5632t . 4746 4206L• 3409t, 3106 t T- 6" (90 PRECAST 9'- 4" (112') PRECAST 10'- 6"(126") PRECAST 11'- 4"(136')'PRECAST 12'- 0-(144') PRECAST 13'- 4"'(160 }PRECAST 14'- 0" tfi8" PRECAST 1T- 4"(208") PRESTRESSED 19'- 4" 232 PRESTRESSED SEE GENERAL 474 355 306 278 260 229 216 N. R. N. R. NOTE 18 1771 1326 1143 1041 971 857 809 633(, 534 914Ln 58 45gDn 388 345t 278 251D 162Dn 130 D 7'- 6' (90") PRECAST 9'- 4" (112") PRECAST 10'- 6"(126 PRECAST 11'- 4" 136 PRECAST 12'- O'(144") PRECAST 1267, 19 08D 858 a 1767„ 9 ) 0 629 254, 2g02 1404D 3194, 22g p1982( 3806t, I p 4ln 2441 5061 4417, 3209p, 2902D, 5784 5028 3653 3364L„ 13'- 4"(160-) PRECAST 618D 633Dn 1057E 14851R 8261 2169 2513t" 17 4°(208") PRECAST 19'> 4-(232") PRECAST 0) THE NUMBERS IN PARERIHESIS ARE CRADE 40 FIEED ADDED REBAR. M. R. N. R. PERCENT SEE GENERAL 451D 343t, REDUCTIONS Now Rn. 631(" 477T, FOR A881U, 700(„ 1141D, 925t 1428D 1152 1750110 1380 t 21026 1609 p 14'- 0"(168") PRECAST 17'- 4"(2081 PRECAST 19'- 4" 23Y PRECAST 622 D r.5861a 434 to 366 ( 427 370 („ 974 695 0 593 1365f„ 964 A 817 D 1679L,; 11821 10021 1993D, 1402, 1187D, 23091 1623 1372D SAFE GRAVITY LOADS FOR 12" PRECAST w12" RECESS DOOR U-LINTELS 12" Aa1< e SAFE LOAD - POUNDS PER LINEAR FOOT GTH TMPE LEN21 12RTM12RF62812RFi0- t2RFi4 12tF16- 12Fd22- 52' PRECAST 2538 2942 5468 7584 9640 11669 4'- 6" (54") PRECAST 2319 2740 5468 7584 9640 11669 T2-2, 14'-4" 5- 8" (68") PRECAST 1347 1841 3555 6395 9640 11669 5'- 10'(70") PRECAST 1259 1758 3361 5954 9358 11669 13679 6'- 6" (80") PRECAST 924 1430 2633 4415 5884 10351„ 1257j,T- 6" 90") PRECAST 703 1203 2157 3494 5259 7922D, 9623(,1. 14 9'-8- (116-) PRECAST 389 843 14512 557 3203D 4427D 5417,. 4, n "r nr"cy D GRADE 40 FRD ADDED RESSAR, SEE GENERAL NOTE NO. 4'V 4'- 4" (52") PRECAST 4") PRECAST 5'- 8" (68') PRECAST 5'- 10"(70") PRECAST 6'- 8' (801 PRECAST 7'- 6" (90") PRECAST 9'- 8" (116") PRECAST SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF FOR CRADE 40 FIELD ADDED REBAR SEE CFITERAL, NOTE NCL 4 IR U•LINTELS SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U•LINTELS SAFELOADPLF C' C"M SAFE LOAD - POUNDS PER LINEAR FOOT 369. 2 2581, 4'-4" (52") PRECAST 1626 2685 3746 4806 5867 6928 7989 3458 241714 4'-6° (54') PRECAST 1558 2582 3602 4623 5643 6664 7684 2236 1650Dn 5'-8" (68 PRECAST i210 2042 2850 3658 4466 5273 6091 2129 15526 5'-10"(70') PRECAST 1173 1984 2769 3553 4338 5123 5908 1716 11706 6'-8' (80") PRECAST 10201 1538 2426 3114 31143802 4489 5177 1438 9140n 7'-6' (901 PRECAST 904 1226 Dl 2163„ 3390 4003 4617 1011 5 9" 9;78' (116') PRECAST 7031, 771 1n 1472mI 2181 26631 3145 3628 NUMBERS IN PARENTHESIS ARE PEACENF REDUCTIONS FOR G • E N S,1' 40. FIELD ADDEO REBAR. SEE CENERA7.. NOTE NO. 4 447r Fttcmucr(tivls n n. T E 0(, 1vP. : CRAIGPARRINO D Oymil ,,U, O,c riu as a" ntrl.•g 8 s, R 6324 CR 579 l" la ` SE aNAIFPNERI..PL 88584 1TmTr ly a"a u6i 44a„ ,, A` PL PE llt;.rH0:11g756 CAST- CRETE 4", 6' & 12" LINTEL SAFE LOAD TABLES o. FILE RAME: DBSU97-14 DRAWN BY: JOHAR AAfi/,UD FCA1.E: N.TS, DATE: 3/T4/OS CHECKCO BY: CRW pARRIND, P.E. - AED. N0. /p64 DR4WING: N0. ti4612 SHEET 3 OF 3 MIAM I•MIAMI-DADE COUNTYMED. PRODUCT CONTROL SECTION DEPARTMENT OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streel, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786)315.2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamldade.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 goveming'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the 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 revokethisacceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of theapplicable 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 I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal 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 renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E- 5 as well as approval document mentioned above. The submitted documentation was reviewed by H ]my A. Makar, P.E., M.S. 4 NOA No. 16-0126.03 M( AM! DADE COUNTY Expiration Date: 05/21/2017 lowApproval Date: 04/28/2016 ot/ 2$ZnJ6 Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 496-0613.01A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ", prepared by Craig Parrino, RE, dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet I of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Ramon, RE C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared byCraigParrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculationsfor Cast -Crete 8-inch Lintels, dated 11111196, •45 pages, prepared by CraigParrino, P.E., signed and sealed by Craig Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by aSouthdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand byTheCrispinCompany. 3. Mill Certified Inspection Report #20-8345 dated 11/1319Sfor pre -stressing strand byTheCrispinCompany. 4. Hill Certified Inspection Report #2111-078240 dated 04125196 for 43 rebar byAmeristeel. S. Mill Certified Inspection Report#84-NI19614 dated 02129196for #5 rebar byBirminghamSteelCorp. 6. Mill Certified Inspection Report #58 A66332 dated 01128196 for #4 rebar byBirminghamSteelCorp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar byBirminghamSteelCorp. 8. Mill Certified Inspection Report #84-M19805 dated 03106196 for #4 rebar byBirminghamSteelCorp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for• #4 rebar byBirminghamSteelCorp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar byBirminghamSteelCorp. ny APoduor Section SupervisorNOANo. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196for 95 rebar by Birmingham Steel Corp. 12. Quality Control 11anual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2., EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1 None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605..05 A. DRAWINGS: 1. Drawing.No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, 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, P. E., dated June 7, 1996, revision #S dated March 24, 2003, all drawings are signed and sealed`by Craig Parrino, P. E. B. TESTS; L Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens; per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404R, 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. ity A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1106-0222.01A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets.1 through 3 of 3, prepared by Craig Parrino, P.E., dated dune 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.K B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None, F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None: D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition, LVA.akaK,_P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/201.7 E-3 Approval Date: 04/28/2016 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on .,'March 22, 2012. B. TESTS 1. None. C. CALCULATIONS' 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, B. TESTS 1. prone. C. CALC'ULATIONS 1. Calculations for High Strength, Precast and Pre -stressed 8-inch Lintels, dated August 19, 20_14, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County, Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letter ftorn Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 4%kar, P.E., M.S. Product Couteol Section Supervisor NOA No, 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28120t6 E - 4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc„ dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 A r. aTe HIGH STRENGTH PRECAST AND j PRESTRESSED CONCRETE LINTELS r• ycf` $N'._ F. RS .l S?` - +:»;y v 'a9y. •Y.2r LSi,""T':•:l4wy> )' x`Y,i :'t. c; :. / #` i..'`±7eLtg.• .r.,..:., ^J+: . PRODUCT RI:Nl;%VPl) w Tnipl7io@ Lviih the Florida L A" STIRRUPS3R"W BARRRUPS 8_LINTELS STIRRUP DETAILS SCALSI N.T.v. PRFSTRFSSED U—LINTEL VO U4E WEIR NTLSIEL E GTH T LE GT SPA NO HOWWrS 14 -8 0.134 542 J R 1 -3 32 DAR it -6 4 O 3'-0" 9 IS-4" O.ldO o87 2. 8AR 1 -3• 7 32 BAR 17'-4 0.15D 639. 7 32 BAR -3 7 32 BAR 17 -2 4 49 -A D.1%8 713 32 RAR 1 -3 32 N 18 -2' 4 O. 4'-2 B 21'-4" D.194 757 1 32 BAR I -3" 15 _ 32 BAR 21-25 O V-O 3/4' 7/ '" 10 22'- 0" 0.200 ell 7 32 BAR. 1 -3 I6 -0 7/32 BAR 21'-10" 6'0 3'-10 3/8' 10 24'- 0"'' MIR 533 7 32 DAR I - 7/32 BAR 23"-10" 5 O 4'-J 1/S' 10 N II_1 W_rri DATA TAMI C' u IL LFNIEI 11. OVERALL RECESS VO I,ME W }71 sT Pns CNON Aclxa 5'- 0' 0.038 148 3 XEBAR 7 32 BARMIA'-4037 153REBAR732BAR7 S2 0 R A- B.47 47 B. 84 5 ItE G 6" fi. 078 6'- 40.060 244 RED R. 4 REBAR EB` B MEMBER OF Irrc .o• s01mnR) ALL 01.11 W_ rin •A' — LO.- D3 • roA " umt 4 PRECAST L187PI REINEMINC CAGE FARRICATION MODEL A' FaR Rttu u to 017 nr • A nwwa "1 Arm 1 f I )' ) 1 ) 1K ) 1 )• pRF$_T I ^c R INiORGINC CAGE FABRICATION AIO 8" PRECAST U-LINTEL DATA TABLE THIS PROPRIETARY INFORMATION IS PROVIDED FOR PRODUCT APPROVAL. 11 IS PROTCCTRO By COPiRICHT LAWS AND CANNOT HE REPROOUL'EO OR DMRIOUTED WITHOUT IRE PRIOR VIROIEN C04SENT OFF CAST-CRETE USA, INC. N B" PRESTRESSED U-LINTEL I. RCLNFORCIW SIEEL 7/32 PAR ASIM A5101 03. /4, 5, NOIEI THE TOTAL NUMBER OF STIRRUPS. AND Is RECAP OWE 60 ASTM ABLE: 7/11 INCH REWIRED IS COUNIED STARIIHO FROM. FACR OIAMEICR 170RSI LOY7-RELARATION PRESTRESSIRO END OF THE REINFORCUIS CAGE: FOR EXAMPLE SRTAND ASTU A416. No. OF STIRRUPS a 4, TILED THE REINFORCRIO CAGE MODEL SKIM 2 STIRRUPS 2. CONCRETE SIRENOTNS: 1'a 9000 PSI FOR R' FROM EACH CND. PRESTRESSLO LINTELS; fa " 4%0 PSI TOR ALL G. Yb POUNDS OF lOLIpROPiIENC neERS PER PRECAST 1 INGN I1NT[LS. CV.TD. OF CONCRETC WAY PC USED UI LIEU 3. INITIAL PRESTRESS FORCE " 0.70 R tP". OF PRESIRESSEO LINTEL REINFORCING CAOE 4. S7RIPPFN6 S7FpgrHl PRESIRESSED TO RESIST UFTINO AND HANOLOEC FORGES. EN ' V S+. • PROULICT ltGVISJiD t%Y B"o plying Wilh dLo FIU)IdD itlBldiO6 Cadt Acr_plancc Nu14 0Q 03.oZ O. . ¢ IL• ytr(OO:fll;la oS'7yDIG 4 z CRAtGPARRINO fly J1 6324CR579 K 1wd duct rnt UD1" OY • tt C SEFFNER, FL 33584 FL. P. E, LIC. NO.44756 CAST-CRETE 8" LINTEL FABRICATION DETAILS OBSUBI-f4 DkAWN By. =B PAR&ND P.L - $16. NO. 44756 1 SCALE: 901 10 SCALE arc_ N0. 14756 1 CRAMO Na. FVI BHf ET 1 OF J SAFE GRAVITY LOAnR FnR R'• 0PW-ACTZ OOCf2TOC... — . s4xz-stere• SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF8-OB 8FB-19 8FI2-011 8FI2-IB BF16-08 BFI6-iB BF20-98 8F20- 10 8F24- 08 BF24- 18 8F28- OB BF28- 18 8F32- 0B 8F32- 18 3'- 6' (42) PRECAST 2231 3069 3719 5163 6607 BD54 9502 10951 3069 4603 6113 7547 8974 10194 11809 4'- 0- (48") PRECAST 1956 1561 2757 3820 4890 5961 7034 6ID7 2893 46M 6113 7547 8974 10394 11809 4'- 6" (54') PRECAST 1599 1969 2110 2931 3753 1576 5400 6224 2189 4375. 6113 7547 B672 10294 11809 5'- 4- (64') PRECAST 12t7 1349 1438 1999 2560 3123 6 4249 1663 JI790 SJ65 7547 x 7342 8733 n 10121, 5'- 10"(70") PRECAST 1062 1t05 na IW1 2090 2549 30D9 3470 1451 2622 4350 7168 n 6036 „ 7f81 , 8328 6'- 6' (78 PRECAST 908 1238 z17r 3460 3031 no7 a63 SOW 1238 2177 3450 5381 8360 1039 , 8825 N 7'- 6" (90') PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 0467 9'- 4' (1127 PRECAST 554 699 1160 1625 2564 3486 2810 3302 752 1245 1843 2554 3486 4705p 63901, 10'- 6-(126') PRECAST 475 ms 890 1247 2093 2777 2163 2536 643 1052 1533 2093 27B1 3643 4754 I V-4'(136-) PRECAST 362 945 360 18 66 N23 3127 4006 582 945 7366 1646 2423 3127 4008 12'- 0"(144-) PRECAST 337R471 873 1254 1584 2193 28D5 1552 873 1234 1E44 2193 2805 3552 13'- 4-(160') PRECAST 296 755 1075 1428 1838 2316 2851 755 1075 1 228 18J8 2316 28M 14'- 0"(168') PRECAST 14'- 8"(176") PRESTRESSED 279 N. R.NR 706 IOO2 1s1B 697 2127 2030 705 1002 Nfl 1326 NR 1697 NR 2127 2630 763 1370 1902 2243 2377 2712 15- 4-(184-) PRESTRESSED N.R. NR 4 NR NR NR NR NR 412 710 1250 1733 2058 232D 2513 17'- 4-(208-) PRESTRESSED N.R. NR NR NR NR RR NR NR 300 548 950 132E 1609 1849 2047 19'- 4-(232") PRESTRESSED 21'- 4" (256') PRESTRESSED N R N. R. NR NR NR NR NR NR NR 235 l4T 420 NR 550 NR 1037_ NR 1282 NR 1515 NR 17t6 NR 180 340 598 W5 1114 1359 1468 22'•- 0'(264")PRESTRESSED N.R. MR NR NR NR NR NR NR I65 315 550 784 1047 1785 1399 24'- 0"(288") PRESTRESSED N.R. NR W NR NR NR NR NR 129 250 550 654 884 1092 1222 1. 0 Inc NUMtlLRS IN PAHLNIHL5IS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED R€BAR. SEE GENERA- NOTE NO. 4 ON SHEET 3 OF 3. SEE GENERAL NOTES SHEET Of 3 f l]1 rc, 011`Tx 7:1TT:p6 . 83 I<4l:I flyd4- 2y l S 01311 i10; WP2 r] IaueLT„a'!Sa kr.(4 11wi lvil y. MEMDER OF ce rmlf SAFE LATERAL LOADS FOR Al. OOPr8eTR Dneeroce „„„_- ,. 4A, M. blSAFE LOAD PLF LENGTH TYPE 8U8 8F8 RCIOU 3'- 6" (42")PRECAST 1025 1024 1598 4'- 0" (48') PRECAST 765 763 1309 4'- 6" ,(54-) PRECAST 592 591 1073 5'- 4" (64') PRECAST 411 411 745 5'- 10-(70") PRECAST 340 339 616 6'- 6" (78) PRECAST 507 721 490 7'- 6" (90') PRECAST 424 534 363 9'- 4" (112") PRECAST 326 • 512 230 10'- 6"(126-) PRECAST 284 401 180 11'- 4" (136') PRECAST 260 452 154 12'- 0"(144") PRECAST 244 402 137 1 Y-4' (160) PRECAST 217 324 110 14'- 0" (168') PRECAST 205 293 100 14'- 8-(176')PRESTRESSED N.R. 284 91 15'- 4"(184") PRESTRESSED N.R. 259 83 17'- 4-(208') PRESTRESSED N.R. 194 64 19'- 4"(232') PRESTRESSED N.R. 14B 52 21'- 4' (256') PRESTRESSED N.R. 125 42 22'- O'(2641PRESTRESSED N,R, 116 40 24'- 0' (288") PRESTRESSED N.R. 91 33 SAFE UPLIFT I.OAnS FnR R" asre'ACT a oeooToce evn „ . Asr f64 Ra' SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 4Fe— R F8- 2T 8112- 17 8FI2- 2T OF16- IT 8PI6- 2T BF20- 1i 8f20- 2T 8F24- IT BF24- 2T Wa- 1T 8F28- 2i BF32- 1T BF32- 2T 3'- 6• (42") PRECAST 1559 2655 524 4394 5263 8132 7001 1569 2655 3524 4394 526J 6132 1001 4'- 0" (481 PRECAST 1363 2305 3080 3815 4570 5325 6079 1363 2305 SOO 3815 4570 5325 6079 4'- 6' (54) PRECAST 1201 104D 2107 3375 4043 4711 5379 1207 2040 2707 3375 4043 1 4711 5379 5'- 4' (64') PRECAST 1016 171 n 2276 2838 3399 3961 4522 1018 1715 2276 2838 3399 3961 4522 5'- 70" (70) PRECAST 0° 6 156h 2 1 2593 3107 3610 413J 929 1567 208D 2593 3107 3620 4133 6'- 6" (78') PRECAST an 1407 n 186 2329 , 2790, 3251 n 3712tn 635 1407 1868 2329 2790 3251 3712 P- 6- (90') PRECAST 727 a lags I6za , 202s 2428 z627 3228 , 727 1224 1524 2025 2426 2627 3228 9'- 4" (112') PRECAST 591 708 a 11 Uok 1474 1815 2157 a 2500 591 862 1313 1643 1969 2294 2619 10'- 6"(126') PRECAST 530 5750 916 1, 1188 n 1451 q36 20t1 530 695 I160 1472 1. 1753 2065 2346 i1'-- 4'036') PRECAST 474 504 u s00 tos7„ 7274 1513t. 17531 494 607 22j2m 1372fn 1643 p 101501 2187 , 144 PRECAST 470 45a ,p 724 n 935 u 153 1u1369 15115 , 470 550 940 ; 13020,1 IWO 181 n 2075 13'-4-( 160-) PRECAST 418 3861 607f 785 964 1143 1323 , 428 460 780 N 11590 1418 - 165 1867 , 14'-D" ( 1681 PRECAST 14'-8" ( 176') PRESTRESSED J84 ' 3684. 5601,4 724 M 889 p 1054(. 1220 410 239 475 334 pq 717 N 520 g 1063 0 672 1358, 625 1582 978 1801 , 1131 , 246 395 663 980 j.4 1!0$ n 1518 1734 , 15'-4'( 184-) PRESTRESSED 224 313 486 627 pm 769 im 911 pJ 1054 230 358 616 1, 008 1240C 1460 n 1668t. 17'-4-( 208') PRESTRESSED 11 211 n 4115 52t 638 , 7551, 873 192 306 506 , 740 1, ID05„ 1277, 1473 Do 19'-4'( 232') PRESTRESSED 21'-4'( 256-) PRESTRESSED 162 229 ng 348 1 447 M, 547 t, 647 747 166 142 263 204 n 429 ., 307 623 1, 3931, B41 a 480 a 10591 568 p„ j 1227 655 ft,, 142. 232 373 ON 537 ., 721 tj 905 1048 In 22'-0-( 2647 PRESTRESSED 137 197 29 379 462 , 5462 65360 137 2 131,11658 a 86S 999 24'-0-( 2-) PRESTRESSED t24 42 , 416 „ 49 7 124 319 455 , BUS 757 878 RI SLL GENERAL NOTE NO. 18 ON SHEET 3 OF 3. fJ} THI;4 m F({$ PRODULTRj2l& V u W"plyl l "µ1 V C' E N 8 wi, the Ffuridp swidws Ccodo2IronDuc • 3 VT Qn r O R 1 n,cc rGll,tNl KWULIIUNJ WH GRADE 40 WE GENERAL NOTE NO, 4 ON SHEET 3 OF 3. 1 „%/' Pl40Dl1CD mmAlYin ng kwiii+ h tiNw lRoNdo DuBdi, c LbdcCRAIGPARRINOA«<D+ nf. cc Nn f O O 40 BxptmNonDa1`oZ 6824 CH3SEFFNER. FL 3584 L thhG\ FL. P.E. LTC. NO. 44756 uI •nmm`r`" 444nut4•. last: • CAST-CRETE 8" LINTEL FABRICATION DETAILS t 4 — 05a"-PRE BAUD D53UR-14 DRAwX BY: [RAID RARRUID, FL - REC. N0; ll7% SCALC; NOT f0 SCALE u DA1C 06/07/96 [ HECKFO 9Y: [IWC PARc1N0, PL. - RCO. K0. 11756 Df4Ri80 No. COB SRFCI 2 DC 3 SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELSSAFEGRAVITYLOADSFORS" PRECAST w/2" RECESS DOOR U-LINTELS 8" PRECASTw12" RECESS DOOR U•LINTELS Cass 4aers SAFE LOAD •POUNDS PER LINEAR FOOT c sr-warn SAFE LOAD A arc PLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 896-00 8Rf10-00 ORF14-088RFIB-OB 8,RF22- 8RF76 OB BRF30-9B TYPE 8RU6 8RF6 RCMU TYPE 8RF8-If 8Rf 16-II aRF14-IT 8RFt8-11 8RF22-11 8RF26-1T 8Rf30-Il LENGTH RRF18-2MF22-2? BRF76-218RF30-21 8RU6 eRF6 IB6RFI0-18 aRF14-ID LENGTH 86I B-16 69f22-1B BRf28-f8 ER JO-Ia LENGTH aHFB-2T awio 27 aWI4-2T 1749 3355 3280 4'-4" (52") PRECAST 1635 4349 5411 6493 7567 9419 D893 4'- 4• ($2') PRECAST 758 757 1164 4'-4" (52") PRECAST 905 T668 2362 3056 3751 _4M5 5140 905 Ti 2362 3056 3751 4445 5N0 4275 691 3699 52061$96 3063 1 2992 6E39 8060 1 3908 4946 5924 1 C904 4'-6" (54') PRECAST 694 693 1073 4'-6" (54') PRECAST 567 1604 1 . 2272 2939 1 3607 494J 2939 1 3607 4275 4943 4'-G" (54") PRECAST 1494 1756 3694 1 5206 1 6639 6080 9479 10593 857 1604 2272 675 12590 1797 23z6„ 2854 3382 3911 920 1770 Ins 5'-8" {58' 1 PRECAST 865 2277 2a39 3402 3966 5'-8' (68') PRECAST 408 407 655 5'-8" (68") PRECAST B75 12fi9 1797 2326 2854 3382 3911 1107 2481 4567 E59 1653 1600 6389 8060 7917 9311 n 2124 2640 3174 3700 5'-10" (70") PRECAST 382 381 616 5'-10" (70") PRECAST 855 11171, t71101 2259 [4 z773 3266 u 2799 p) 2799 5'-1D" ( 70") PRECAST 81D f113 2742 4242 66390 8000 7402p 8706 , 655 1233 1746 2259 z773 3266 9D1 _ __IB25 3120 6'-B" (BD") PRECAST 797 5048 - 7747 9448 7360 6'-8' 8cr PRECAST 595 788 4a79 ( ) 464 6'- B" ( 80") PRECAST3329 570 929 r 1530 r 398D , 2429 n _2879 , 3329 n 57o ioiD 1530 1760 2429 2567 s01 1825 312o75514902459 soya 79i5 1089 3776 5743 7Z39 5623 7 -6- (90") PRECAST 509, 674 363 7'-6" (90") PRECAST 2968 364 I7b5 21G6n2G672968pr506742Ui1364, 1765 2166 2567 x969 T-6" (90") PRECAST 669 75s 1490 2459 3776 5743 89981s 1Da9 age 1364 395 468 884 1222 , 1540 fB59 (a 218o v 465 999 1558 9'-0" (116") PRECAST 411 2253 3129 4091 3146 y-8• (116") PRECAST 370 490 214 9'-8" (116') PRECAST 395 56O 1072 1 1386 q01 2016 2311 526 999_ 1558 2253 1 3129 4150__. _589IS1. O THE NUMBERS N PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 + SEE GENERAL NOTE 18 O THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GENERAL NOTES TYPE DESIGNATION 1 M.Wol! 4DOO Pat ro ko,voutskeel: 60M pi 12) LI l " o as matt tu! I red M G-1/2. 1DA9 notches of the ends to xmtnodela Y<AiW1 eeprNrdacing wd grouU 9. 13) The lerior lar6ae T Inleta in tdtd b:ahria cdn t masapvvyy t8s ahuU Amro "v., 81`y'- 8 QL F -OILED M71N CROUI / U - UNF711FD r-Ol!ANIIIY OF j5 flEBUt AT 1 grout J000 Da nig h madmum J/6tnch ag4rt9olo coating of stucco ppU d m oc d ns w,h ASIU C-9x6 dr ama approved co 4m. BOTIOM' OF t6YIEL CAK1Y I le rnusarry 9 ICIIU) per AS1M CRD .dlhm dmum rxl f a campy sae slrengl02, + 1900 PI - relay pe( ASW A6t5 Godt W pr Uessmg strand pa ASIM A116 Crade 270 does rchsalion mortar ASD3 Cx7D Type M ar S IS) U d loaded siad.deovsy twithhe r blU fgm Tr or vpNQ andF.oAusld (blend) loud .stwldbed kdfatheb,n d loadi<g¢tlh 1M IaUo.,tn9 equaT(aK I. `--///.I'I1 Apo. ed varf[ co1leadhaitoaWload1.0 i•. 8 F16 —1 B / I T I LDUWA par 2) All scleland tables based.on rrWmum 4 Loh nwind bc4(up.. F—ps.o 6afo hods for rmld lypa 8M and 8RU6 moll be 4fgod Sore vcrbcal load Sato hodtpnlal bad S I J 15) For kdmposite lldU htignls not ahe.. use wfa bod I'm nal to,,, hoigM Pm. NDIUNAN fl100i J T ( 5 ND,V,IfNL NOCMJtWt'V TOP ducea byp 20R It bw&g ferylh Ln less Ii- 6 1/2 ndva. 16) Far 6nW Ierlplhe not ,twin, u1, sate load Ic— n.I W9W ler4b ,bow, 5 REBAR Al 10P 3) Proddo (ull m tar bed ®4 head jcints. 17) S.F. beds an superImpated a9avablu Was. MIK. (I) RCO'0 4) The number In poredhtsi! Indicotes Ikepercent redecUm Tor rod r 40 Sold added bu O5.10 III) Sale toad, bostd onm1lanelduslgnwalesparAand141WY ' - 1-1/2• CLEAR F,EgD, pjg 7 6 UnW OF3218 sole yto 4y load - 6472 w) a/ 15 reduction 4 64Ti E.65) 5501 p11 19) Add:r—I bloat Iwd c.padly on be ¢bWood 6y Um get; or by praading adeAW.l t randmW wtl ccreta masonry an(Is ( RCIAU) obrxeits We).get stmlch betpw: y 1 CMU 5)-A9 Well meaw tterl Y3B0 IV"'UP F)iCDllam Plrealrmsefnle ty7ppe BFe I1 L ^4• and hyu ...It or acted, L/1B0 ddhcllos. t'," U d U,e is fimitcd b o, 4d,Uars. mtaUi I the Florida ".nog 4ppl"tile Code Smut, 1504-1 os 6) Shoo filledrubtsasROUirtd. D F' m-150Opsi y j5 REaAS AT BOIIow 7) Ono (] retwr may be ¢ubsBluled la t! o /6 reborn j•. a OF WEI. OWN 8),Imlalblion/atlaehment o1 Wei mull tangy'(p Ihs ."lil"Wel end/a druelaral dowaxnls SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING a s)t t4 7 4 20 BOT 10St HEINFORCII'G 7-5/a• Ac[ WLPRDVIOEn LV LINTEL load IOMe: by BF32 FOR FAFJ4 ADOBIONAL 8F28 '•_• 1he do,*,, may. aa( uele cortanlreled leads tram V.w1a eclwlaUng the mmhoum r.hUn9 moment oralshear at d-essay IAam Ute REINFORCED CU.0-(RCNU) d7,F • U•, E N Q 8 pe0f- 0):N, W101HI) bca of .appal. FULL COURSE •, PRODUCT RENERVED PRODUCT 12S ylst1U 10) N.R. • Not Holed 11 Bolton IitWawed «bey to be Pocd< d d the brtlom d rho Fnld tardy. n` q•. m con,plyirl8;vith the Florida „ , pa)(1 . I/2• CUR UP (2) 95 REBAR 13t' ldina Code • • GR60 Ata7ernnetNo 0 03` *• •* m complying sviUr the IRnriJa Uu Id E Gk Jd 14 ` GR40 or 6sP ran Dato ) 7'13•• BAyplmll ,,. NrcL1 By Mi CRAIGPARRINO 6324 OR 579 " r"-'. i D• rd con" t7 R 10. • s ASS • • <JC9•', pNAI. E Ml ti ro 1 gratin SEFFNER. FL33584R E ItonATh :$ FL. P.E. LIC. O awnFS Tto, M MBER OF wo., WM . Obmm- T( l9?•11e- Q, " HILL CAST-CRET£ 8" LINTEL FABRICATION DETAILS fR£ NAVE: OBSUP3-14 PMfiY: CRAMPAARINO, P.F. - RCG N0. /4756 SCAIF) HOT 10 SCALE Mir.. 06(07/96 1 CHECKED 91:. CRAW ?ARM. F.E. - 110. HD, 44751 1 DPAATHO Ito. FDB SHC[f 3 pF S 1 MfAMt•DADE e 11IIAb1I-DADS COUNTY DEPARTMENT Or REGULATORY AND ECONON11C RESOURCES ER PRODUCT CONTROL SECTION BOARD AND CODE ADDIMSTRATION DIVISION ) I L805 SW 26 Street, Room Miami, Florida 33t73-2474474 T (786) 315-2590 F (786) 3 IS-2594NOTICEOFACCEPTANCE (NOA) }) 31 -2590 ade ov/ 3 t5-25 9 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 JurisdictionAHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ControlSection (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 theacceptedmanner, 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 materialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pan-ino, 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 theMiami -Dade County Product Control Revision stamp tvith the Notice of Acceptance number and the expirationdatebytheMiami -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 -DadeCountylogo. 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. TERMI NATION 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 productar process. Misuse of this NOA as an endorsement of anyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply withallysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed -bytheexpirationdatemaybedisplayedinadvertisingliterature.. if any portion of the NOA is displayed, then it shallbedoneinitsentirety. 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 # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 aswellasapprovaldocumentmentionedabove. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I f i NOA No. 14-0903.03MIAMIDADSCOUNTYtic..'" •— Expiration Date; 09/11/2018 Approval Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 A. DRAWINGS 1. Drawing ATo. FD4612, tiller! "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated 1fareh 24, 2003 arrd Drenving No, LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 qf'3, prepared b1, Craig Parrino, P.E., dated tllarch 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and Unfilled illodels, total of (13) concrete lintel specitrren.r, per ASTill E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared 41" Craig Parrino, P. E., signed and sealed b>> Craig Parrino, P. E. 2, Calculations for Cast -Crete Lintels, dated 05129103. 140 pages, prepared 41, Craig Parrino, P.E., signed and settled by Craig Parrino, P.E. D. MATERIAL CERTIFICATION 1. Qnalio, System Alanual for Cdst-Crete Alachine Alade Precast Lintels revised on r11av 1, 2002. 2. Cast -Crete Qualitl, System Alanual,for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precasi and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Pru rirto, P.E.; dated Alarch 24, 2003 and Drmving Aro. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, RE.,. dated 1farch 24, 2003, last revision dated ;vlarch 11, 2008. B. TESTS 1, None. C. CALCULATIONS 1. Atone. D, QUALITY ASSURANCE 1. By Hiami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Alone. H'e1 ty A. Makar, P.E,, M.S. Product Control Unit Suhe"Visor NOA No. 14-0903.03 Expiration Date.: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBNIITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing 1Vo, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated rifarch 24, 2003 and Drawing 1V0. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Sgfe Load Tables", sheets l through 3 of'3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated rlfarch 11, 2008, all signed and sealed by Craig Parrino, P.F,., on Afarch 22, 2012. B. TEST'S 1, None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By iVianri-Dade CounlyDepartrneru of Permitting, F,rn'irornnerrt, and Regulatory,4ffairs. E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter fi•orn Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. d. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321,07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1, drone. D. QUALITY ASSURANCE I. By Alianri-Dade County Department of Regulator), card Economic Resorn-ces (RER). E. MATERIAL CERTIFICATIONS 1. Nome. fny A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiratiou Date: 09/11/2018 Approval Date: 10/09/2014 E - 2 Cast -Crete USA, Inn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing jVo. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated kfarch 24, 2003 and Drmaing /Vo. LT4612, titled "Cast -Crete 4", 6" B: 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., oil August 19, 2014. D. TESTS 1. Alone. C. CALCULATIONS 1. Calculotions for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade Couno, Department of Regulatory mid Economic Resources (RI;R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter front Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Ci*aig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. t Hcl 4akar, l'.E., M.S. PI-oduct Coutrol Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E - 3 6.w HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS TYPE "B" STIRRUPS TYPE "A" STIRRUPS TYPICAL8" TOP STE LENGTH 5" " C" SPACIH SPAC C 4" BOTTOM STEEL ' 12' PREC_ AST l-L IR 12" P CAST "/ x• R CEC< DOORu-tiHirt B" PRECAST LI-I INTrI • seuD EIMTrI 6" k 1 " PR CAST 1IIJTCI RTINFORCI Ir QACG FABRICATION mopE 38 6• I SS e' I B' x 4 C I 1 ` 1 1 3 /6' 4' E11 161 7 <• 3 1/Z 11 5 B• 2 - Y sx' A R RRUPsBann to Rx RAu ua n fO1°1U0 r/ ssv au avan uiuueum u110vEcrtw' rz.ER uTpiwavuu ss" R n u SGm11EpIUa 1 I T• wN°'°\' mE • e• snam,pi Kfl i Rx C. 32' BAR R IOA• iM ARYIS atD f 4" SOLID LINTEL DATA TABLE KOK rrze ingalm E$ Si[f3 P:rtI dmi[ Ps aaaR 7l 7RA11: 6_' PRECAST U—LINTEL DATA TABL M L IF rEJ•l v o E!®[2LIiT.J[i6MF7ISZ1.ri1$3iL7L1!! EIF Q il:]r$RMi7fiE11:iEP..©L[fl momKIM 3FT7i[L[d 5'liR`ii1ESlLF1:g Eg90 risen[ EIi7F1r7arm ltT31'ir2Zt3'L';iI[3,,90 KIM11 un r l6FRIEffmLaer•GVQ.I rt+j1n eravrta vo7E: fiLT;>IC ii[f>QfllRt t'$7O i;IILr71F8TifF[1a90 rtau, lKammp f+ f iLQSa t7ml[[l7aL^:i[sml0 12" PRECAST U_ INTEL DATA TAB s"% YO:.YE ifel oM sThfa .3.. T kk. k _ eur t ar r.aasiv amnma or i[ dSE.fB'lfEi[L'1.vtY3J[ai.ga.6. Mao12.© moo mmaim 133'^..iE3 iE7 FIl SIi Imm( 4 Ti:T'7 mi[t1141'J aaIO Ep rre nml(iFrrmadrna»n[v csfarLa Tammir acrid ar au m m rrrt n m aespp I[g fF b[rF7Til:]_C O_ r eia¢AmrmorEll a3r p 1,-7 EETT77 El Ii.YTi[•)'1[3r3i Yyyrdsiifi,[77.,. sa.IiLRffiDI:1L.'Y'hIR1•N 617ilR1:NDI:I i/11 1RC[li'J '1*....J^ EILYSI®i i®®p p i O E7 E'r3Cg7Efi1fF3.L JOCII]ivlim®vap ys>¢t• 'T 11fICyapG>LIM" YYl vnsa E1E1[d rs.artaSLu[v 1E7m.: F, caarla'rIFs"rxzncuarr.E sEss rvcTAirms3as . N9MBB E''RO_F THIS " opwctARY INORNATON IS PRONOEO ME PAODYCT APPROYAL T Is MIMED ITT COPYIIGHT LAWS AND CANNOT BE REPRODUCED OR DLRTRIBUTEO WI1MOVf ME MIOR WRDTEM CONSENT CAST-CRETE USA, IIIO. 1. 6EWTDRDWD ME. 1/sx EAR — VOTh As. AN, AND As R[w A. SIAVMW MAMOM: 6 AND" INCH UMCM " 26DD nl GRACEICASTMARISi MOM, `Nc TOM NYMRER Or STRAWS-OEDY= MC CW." S,A Tm 2. CONC ST TTRCMCINS: V. a 6000 PSI IOR ALL 6 LYCN AID 11 INC. IRW UCH EMD Cr THE ACKTORCINO CAGE; rOR VOkNM - N0. Or IIIECASilMit !v . s000 MI 104 . WC. 1R11E15 STNRYM " N. IN [N ME RUNIOMW CARE FAMIC VNNI MODEL SNDWS S. 60TIOv IT, HALL q M DACN ONE INC. TO BE rum MN ENDS 2 STIAWB JMU EACM ENO. OM6ANDIINCHOWE. AFT" RIMMING FROM rQRY, CEN C a ' 0. 4 pROD11CT NCVIS1il.1 m mmplYi.gM, N1J FWt ijD x*; rk: 1hJldifs; C" alac3.o 1,sc S TOFmoo. CRAIGPARRINO E1ltpirNiYD uotD l R 4 G0; SEF NER. FL 33504 FL P. E. LIC. NO.447 56 PRECAST_ AND PRESTRESSED LINTEL DETAILS ME NAME: MOM-14 DRAWN K. WNAN Lu;U- .— 5(rEE2: AS SNO11N DATE: 3/ 24/M CHECKED BY: ERAI6 ME21N0, P.E. DRAMINR FD1612 SHEET: 1 OF GENERAL NOTES I) Materials: I c 4 pfeca t fmtel 3000 p' Ic 6 0 12 pp cost 6nlel 6000 Pzi 1 grout = 3W0 Pe {(h ppneervm(Si3M/8 iC90nchaggregate' ncretrpnroovaetre.2-113lo pr withmninn- net rebe, per ASTM A615 Grade 60 martae per ASTM C270 type U w S 2) At We bad tables bored an minimFruym 4 inch norninol bearirg. E, cao(fnn: Sole loads for lintel 20R US. 1m8 0 4 12RU6 mustber.d.,d by 20 9 len lh i1 less thou 6 1/2 irlchee. 3) Provirk fob mortar bed and head joints. 4) The number in parenlhesd indicates the Percent reduction for grcde 40 field added ,be,. q iC4111>H0. — w/147. i2r24-20 428f6)(.8-ty12228of u un 5) Ad Eintels meet or esceed V360 dw8ection. g'.H9L; lintel typed 8 k 12f8 tY-4h longer el, or esud 080 deflecl'wm, Use k limited to conditions mart'mm99 the Florida BHiding Code Se.t.. 1604.11 m pp be. 5) Shore filied linkls as «gaited. 7) a solid liblek. 10 be instolted r/ a dim—bn hwimntal and Ito dim wlwf vertical. 8) Inslalo6on/atloahment o1 lintel .must. campy with the erWA.0uro1 and/err structural documenls. 9) The d..* 4.0 may svoluate cancen4oted loads tram the We bad MI. by cakuloung the mi-. rasisUng moment and sheer .1 d—awcy I,= Ihs face of support 10) RR. - Not Rated 11) Bottom field added tabor to be looted al the bottom of the 8nld cavity. TYPE DF FSIGHATION F 0.alna a126-2B/2T rxwutmow• I— o.,m c, is tiluJUL raOri XIM AT 10 15 lotus Ar uv 11j Rma1lybrot 12' lanOS p K—. now a• wrens d — cvu t 1 4.' t (1) lfntAD im 11. 4mpS 1) Kw— rat a' LLwldd door. raaaxeo 71 5 -ACTUAL ei) 12' NOMINAL VACTH 12) 6' k If Unteh ors nonuf.ty,ed with 5-1/Y pt long nolches theendsto uccomodok seRkol cd reinlarcing and gr..Wg. 13) fie e$ erior surfaa of rntels instoikd in eW., <.n.rei. masonry mt). shall have a cooUng at stucco oppbed in ccrordance with A9T)d P926 or.aihe( opprmed coottn9. 14) llntds loaded itancausy with vertical (groT err p Il) aM lwdmnlal jIoterol) loads Movld beeheciwdforthewrtibinelacmgwiththefollowingegaotamAppliedverticalbad + Appded horizontal loud s 1A Sofa -1k.1 load Sole fnrizonlal load 15) For Composite Ontel he:ghk nd shown. use solo bad Imm next I— height shown. 16) For lintel k.A. not s7wwn, 'use sole bad from newt IMgest length shown. 17) Sole loads cla superimposed a'dowable loads. 18) Safe foods based as m8onal design analysis per Ara 530 am ACI 318. 19) Agdifi—1 lotaml food c.pacity mn be obtained by V e desgner by providing odGAbnol reinforced eosuete..manly units (ROAU) above the 6nlel. See sketch below: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCEO CMU (RCMU) FULL COURSE. n REBAR FOR 6' UNTELS SAFE LOADS FOR 4" SOLID LINTELS Cwrti R4lfsa GRAVITY TYPE LENGTH 4S8 3'- 6' (42') PRECAST 1180 4'-0" (08 PRECAST 959 4'-6" (54") PRECAST 789 5'-10"(70") PRECAST 460 6'-6" (78") PRECAST 360 7'-6" (90") PRECAST 260 9'-4' (112") PRECAST 156 1D'-6"(126") PRECAST 116 4-41-q— UPLIFT LATERAL LENGTH TYPE 4S8 4S8 S-6" (42") PRECAST 687 371 4'-0' (48') PRECAST 597 320 4'-0" (541 PRECAST 529 258 5-10"(70") PRECAST 407 148 6'-6" (78") PRECAST 366 118 7'-6" (901 PRECAST 280 87 9'-4- (112") PRECAST 187 55 10'-6"(l2C) PRECAST 152 43 GR t 7 0GR 05 FOR 12' LINTELS 1266 12F8 „ •.12F12 12F16 1/2' CLRTYPGR40orGR60 O I• 6U8 6F8 012 61`16 4S8 ' V 121` 28 121`24 12F20 t ^ PR020EJG1'RIi4IGIiD i, T •* ULUIJ <c I- dm(h r•Iotfda pF : Acoaplencohiu 14' — c C =, 3 a Q p - !(/- CRAIGPARR)NO P Irvlientc_)/ 1• V" '• tw 6F32 6F28 6F24 GF20 '+;\Su^ R p G SEfFNER Ft 335&t h f w.AejONAL t4et FL P.E.LIC.N0.44756 7 A/E. BER OF IRv_CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES rot£. im: OBSU85- 14 ORAWN BY:. 40HAH ARHAUD SCAM N.f.S. DAIS: 3/24/ 03 1 CHECKED BT: CRAID PARHIHO, P.E. RED. 80. 44756 DRAWING; NO. LT4612 SHEET I OF 3 GAFF GRAVITY LOADS FOR 12" PRECAST U-LINTELS 4A4f42Y1t'® SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 1208 12FO-28 12F12-28 12F16-28 12F20-28 12124-211 12F28-28 12F32-28 S-6" (42•) PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (W) PRECAST 4232 5838 7619 9352 11060 12755 14438 4'-6' (54') PRECAST 3464 5304 7619 9352 11060 12755 14438 5'-10"(70') PRECAST r795 2320 3218 5234 8487 11060 12755 14431,; 6'-6- (78') PRECAST 1986 2679 4196 6421 10032 12755 1443§z T-6- (90') PRECAST 1628 2131 3218 4670 6756 9763 1352§ 9'-4" (112") PRECAST 1216 1535 2230 3083 4167 5593 75521 10'-6"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4"(136") PRECAST 518 945 1162 1649 2216 2893 1 3719 4746 12'-O'(144") PRECAST 456 878 1073 1513 2D20 2617 3333 4206, IS-4"(160") PRECAST 359 767 1 926 1294 1709 2188r27433409p 14'-0"(168') PRECAST 321 72001 865 1204 1584 20173106T 17'-4' (208") PRECAST N.R. 4511, 631p 881p, 11411 1428p 2102 19'-4' (232") PRECAST N.R. 343p 477p 700p, 925 a 1152,1609 f) THE NUMBERS W PARENTHESIS ARE. PERCENT REIKERMS FOR GRADE 40 PELD ADOCD REBAR. SEE GEMER& NOTE RO. 4 4AFF nRAVITY I AAnS FOR 12" PRECAST wl 2" RECESS DOOR U-LINTELS 4 -T-4-0}' SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RU6 120-211 12RF10- IN14- 12RF18- 12RF22- 12BF26- 12RF30- 4'-4- (52-) PRECAST 2538 2942 5468 7584 1 9540 11669 13679 15679 4'-6" (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8" (68') PRECAST 1347 1841 3555 6395 9640 11669 13679 1567)N 5'-10"(70-) PRECAST 1259 1758 3361 5954 9358 11669 13679 1567q 5-8" (60-) PRECAST 924 1430 2633 4415 6884 10351 1257A„ 1480Q Y-6" (90") PRECAST 703 1203 2157 1 3494 5259 7922, 96231 1132R 9'-8" (116') PRECAST 1389 843 1451,1 2157 1 3203 44271 5417, 63801 1) THE NUWKRS IN PARENTHESIS AREPERCENTREDUCTIONS FOR GRADE 40 FED ADDED REBAR SEE GENERAL. NOTE NO. 4 OOGre CT 11-1 IAITNI C SAFE LOAD PLF LENGTH TYPE 121.18 12FB RCMU 03'- 6" (42") PRECAST 1295 4841 3934 4'- 0" (48") PRECAST 1295 4841 2994 4•- 6- (54") PRECAST 1049 3922 2417i6 5'- 10'(70") PRECAST 681 2547 155 6'- 6" (78") PRECAST 579 21i67 1234(,4 7'- 6" (90") PRECAST 474 1771 914 9'- 4" (112") PRECAST 355 1326 580pn 10'- 6'(126') PRECAST 306 1143 454g 11'- 4- (136") PRECAST 278 1041 388,1 12'- 0`(144") PRECAST 260 971 345, 13'- 4' (160') PRECAST 229 857 278 14'- O'(168') PRECAST 216 809 2510 17'- 4- (208") PRESTRESSED N.R. 633 162p6 19'- 4' (232") PRESTRESSED N.R. 534 130, SAFF 11131 IFT I OARS FOR 12" PRECAST U-LINTELS 4 QiY/! YYYSAFE LOAD.- POUNDS PER LINEAR FOOT TYPE LENGTH 12F8-2t 12F11-2T 12F16-21121`20-2T 12F24-IT 12F28-2T 12F32-27 S- 6- (42") PRECAST 2752 4287 5613 6938 8264 9589 10915 4'- 0- (48') PRECAST 3721 4872 6023 7174 8325 9477 4'- 6- (54") PRECAST 3291 4310 5328 6347 7365 8384 T- 10-(7D-) PRECAST 2527 3310 4092 4875 5658 6441 6'- 6' (78') PRECAST 1444 2269 2972 3675 4378 5081 57847'- 6" 90-) PRECAST 1767, 2583 3194n 3806M 4417m 50289'-4' 112') PRECAST 1171 20D6 259D1 3087 3583p, 407910'-6"(126) PRECAST 947 „ 1612 22811 2'/64 3209p J653 11'- 4-(136) PRECAST 858 p, 829, 1404p 19B21 2441 2902 33641 12'- 0-(144") PRECAST 814 753p,1 1269p 17881 22D1 2616 30321 13'- 4"(150-) PRECAST 678 P7 633p,1 1057 14851 1826p, 2169, 25131 W- 0-(168') PRECAST 622 p 5661 974 IN 13651„ 1679D, 1993p, 2309( 17'- 4"(208`) PRECAST 434 p, 427 m 695 pE 964 p, 1182p, 1402M 16231 19'- 4"(232')PRECAST 3661 3701,a 593 817, 1002,4 1187 1372p SEE GENLIW. N( id 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED FEW. SEE GENERA. NOTE ND. 4 SAFE LATERAL LOADS FOR 12" PRECAST w! 2" RECESS DOOR U•LINTELS SAFE UPLIFT LOADS FOR 12" PRECAST w! 2" RECESS DOOR U•LINTELS SAFPILFAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 12RU612RF6 RCMU TYPE 12RF6-2T 12Rf10-2112RFI4-2 12RFIB-2 MUM 12RF26-21I28T,10-2 LENGTHLENGTH4'- 4" (52") PRECAST 1295 369L 2581,4 4'-4- (52') PRECAST 1626 26B5 3746 4806 5857 6928 7989 4'- 6", (54") PRECAST 1213 3458 2417, 4'-6- (54-) PRECAST 1558 25B2 3602 4623 5643 6654 7684 5'- 8` (681 PRECAST 784 2236 1650, 5'-8' (68") PRECAST 1210 2042 2850 3658 4466 5273 6081 5'- 10"(70") PRECAST 747 2129 15524,1 5-10"(70-) PRECAST 1173 1984 2769 3553 4338 5123 5908 6'- 8° (80') PRECAST 602 1716 1170,, 6'-8' (80") PRECAST 10201 15381 2426 N 3114 3802 4489 5177 7'- 6" (90') PRECAST 504 1438 914a,1 7'-6' (90' PRECAST 904 p 1226 D 2163, 2776 , 3390 4003 4617 p PRECAST 355 1D11t 45 " 0;f8' (ll6") PRECAST 703 p 771 Iu 1472pD 21811 2663 3145p 36284 4 SEE-iEN RAt• 1 NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR V E N 4D FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF MEMBER OF M20DU(. T T2I:VISLD 4477AC; . k H iding o wiW the Ftnnda Buildilg (:Me T E F/1'I. <YC Al/ CRAIG PARM0 Aaw tm,m Nu j,¢^._c9u7,o3 o A A, O U R 6324 CR 579 F- f / S l i C DNA. 10 .- EfFNSR ,SL 33584 n Ie qSd «co ur i Y - CoYr44r u ru4'+ FL.P.E.'L1E, ip.T1mI56 RL, CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FllF MANE: DBSUB7-IA DRAWN 6TI UGHAN AMILD SC/lE: N.T.S. DATE. 3/24/03 CHECKED KT: CRD6 PANINO. P.F. - AEG N0. 44R6 DRAWW6:NO. LT4612 SKEET 3 OF S MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADI6IINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.miam1dade.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 JurisdictionAHJ). 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 Renewal 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 renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by H lmy A. Makar, P.L., M.S. 10 MrAMFDADE COUNTY NOA No. 16-0126.03 1 Expiration Date: 05/21/2017 o4/2, 8 jZoi6 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06107196, revision #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 #4 dated 04128198, sheet ].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 ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Flamon, P.E. C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig :Parrino, P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report 420-8275 dated 06120195 for pre -stressing strand by The. Crispin Company. 3. Mill Certified Inspection Report 420-8345 dated 11/13195 for pre -stressing strand by The Crispin Company. 4 Mill Certified Inspection Report 42111-078240 dated 04125196 for 43 rebar by Ameristeel. 5. Mill Certified Inspection Report 9844B9614 dated 02129196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-.1166332 dated 01128196 for 94 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection. Report 484-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for 44 rebar by Birmingham: Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. Produc ontrol Section Supervisor NOA No.16-0126.03 Expiration. Date: 05/2112017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED H. Mill Certified Inspection Report #84-M20749 dated 04105196for 95 rebar by Birmingham Steel Corp, 12. Quality Control Manual for Cast -Crete kfachine 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 I. , - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and. Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables" sheets I & 2 oft, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTMF,529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by ChristopherA. Ramon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels remised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. J. 4 ny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 406-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Pabrication Details sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. ZI H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03. Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated .Tune 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Cotporation, dated 021031201 Z signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS L None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, -signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 4 A. IVlakar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date; 05/21/2017 Approval Date; 04/28/201.6 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By 10ami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parr no, P.E., certifying compliance with the Florida Building Code, 2014 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E - 5 I ET os HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS SIMS PRODUCT RENEWED u roO1071P11 wilN Nc Fl0FA0 Building Cock Acccp1w-1lo/ UDD I) By 1 D E CaIRtE01 y" PREOA UW/ 2" RCCEeQ MOR"-LRRf[1 R- Pp EfAST L` INEf tlT Pp[SIRESSEO U-tIN[f,E 8" PRESTRESSED U-Li L 32"0 BAR STIRRUPS E "B" STIRRUPS 8LINTELS STIRRUP DETAILS TCALEI N.S.1 DATA 'TARI F- UNTEL51 YTVITEY WFLI$si N E CSPACING N0. OF n914 -6' 0.134 542 3 1 -3• 7 32 0 4 -6 4 0 3•-0" 9 1-5-4- 0.1 5a7 32 DAR I - 17132 BAR IS -2 4 O S - 9 17 -4 0.156 639 7 32 BAR 1 -3 7 32 BAR 17 -2 4 O 3--a" p 19 -4 0.176 713 7 32 BAR 1'-3" 7 32 BAR 19 -2 4 0 4 -2 9 2V-4" 6.114 707 7 32 OAR 1b_3U 7/12 BAR 21'-L" S O 3'-B 3/4" f0 0200 III/ 32 AN 3" 7/32 BAR 21'-10;' 5 O 3'-10 3/9 10 0.219 6B5 32 BM 1 3Ia-D. 7/32 BAR 23'-{D" b O 4'-3 I/e" 1D 0/ 7 mE •A' I.— — AEtaa u"a0S TYP •A• aTSRun TM•i •r snNNPE mRu A+ cxRF Ia• TI 7f a• TI:• P$P TR CSCFE—, 0 IlNTEL ,REINFORfIN[ PAGE PARRIfITION NDOfI 8 PRECAST U—LINTEL DATA TARLF L NTEL VOLUME Y! psi P T E IpT sr"C' 5 a r 3'-6^ 032 126 5 REBAR 3'-5" 7/32 BAR 3'-2"- N A 4 4•-0" 0.037 Ito S R R 3 -11 7/32 BAR 3'-B N A 4 4'-6" 0,041 62 111A 4'-S 7 32 -BAR 4'-2' A 4 6 -4 0.049 9- j3 RERA a -3 AN 5 -0 H A 6 5-10 0. 54 3 R 2. BAR 5-6 6 6'-G" 0.060 2,14 4 REBAR 8-5' 7/32 DAR. W-2" N A 6 7'-6" 0,069 270 4 REBAR 7 -5" 7 2 BAR 7'-2" N 6 0'-C' 0.086 336 4 REBAR' 9'-3" 3 REBAR O" 2 -0 e 0'-e" P09 37B 4 REBAR 10'-5". 3 REBAR l0'-2P 2-0 a II'-4" 0. 04 4 a 5 REBAR 11'-3 3 REBAR It 3'-0' B 12 -0 0.110 2 b REBAR 11 -11 3 REBAR I-0 -a" 3 -0 3'-1^ 0.122 4a0 3 REBAR 13'-3 3 RCBA0. I3 -0" I4'-0" 0 2 A R REDAR 13 -1 I 3 REBAR 11 1. REINFORCOiG STEEL: 7/12 BAN ASTM A5101 03. /4, 5. HOTES THE TOTAL NUMBER OF STIRRUPS AND IS RCOAR OWE W ASEM A615; 7/1e INCH REQUIRED IS COUNTED STARTING FROM EACH OIAMEIER 270RS1 LDY/-REIARATIDM PRESIRESMNO END OF THE REINFORCING CAGE; FOR EYAMPU SRTANO ASTM A415. NO. OF STIRRUPS " 4. THEN THE 2, CONCRETE STRENOTHS: F" r I= PSI FOR e" REWFO1141110 GCE MODEL SNOPTS E STIRRUPS PRESTRESSLP LINTELS; V. . 1.0 PSI FOR ALL FROM EACH CND. PRECAST D INCH UNTCLS. 6. 2.5 POUNDS OF POLTYROPTLERE FIBERS PER 3. IHIIIAL PRESTRESS FORCE ='0.70 R fpv. CU.YD. OF CONCRETE MAY BE USED IN UW 4.,SIRIPPINO ITT iFNOTHI PRESTRESSED OF PRESTRESSED LINTEL REINFORCING CAGE TO RESIST UF1INO AND HANDLING FORGES. 8" PRECAST W/ 2" RECESS DOOR U—LINTEL DATA TABLt ;',U Ev ., c5' PRODUCT I2CVISIiD NTEL- VEERA{ L RE -5 VO1. HE WCIC i , IN— IlI CodC 2I!ENOTb LE C 46 sPAuxOB 5 .. •. Rs11ding Cog fei1h U. rluiida 0.036 1/6 /3 REDAR B-R 7 32 BAR 3'-a"v(l AFapl. nce NOl¢-0 03,02, 3 -0 • t'-6" 3 -4 0.037 I S RED J 2 OAR 3'-f0 N A t • -p ; ; >} : llxy1E Ilan U11B +' 4 - 4 0. - 1z e R s -a N 6 .P E 0 CRAIG PARRtNO f2- at 6 AL/ 4- 4 5-10 4-0 0.047 A - 5-Y". H A 6 J i,V•...1 ."<Ur JSj l,'Zr 6 -B 5 -4 - 6 _p H TN15 PROPRIETARY INFORMATION IS PAOWUEO FOR PRODUCT APPROVAL. IT 6P.'`4/; 632408579 Niwnl UeJ C( 'OnlEvl 5 '-4" D.O60 -2 F4 RE AR 13 E11 6'- 00" k A 6 PROTECTED By COPYRICP.T LAWS AND CANNOT BE REPROOVCEO OR OISTRIOUIED PA , •" G, , SEFFNER, FL 33584 0.07a 1 J4 R - 3 REBAR R'-U" 2 -0 a WITHOUT THE PRIOR WRI77EN CONSENT Of CAST-CRETE USA, INC. A NAL E• c14, FL. P.E. LIC. NO.44756 IrMEMBER OF ff- MEM. CAST-CRETE 8" LINTEL FABRICATION DETAILS F6E NAVE; DBTOBI-I/ DRAM BY; CRAIG PANPoNO• M. - REC, NO. 44756 1 WALE. 901 TO SCALE 4 T aw. 11vcry+/aR tfi-0 BR E6A;G FARRRNO, P.C. - RED. ND. 44756 1 ORANTNO Re. FOR VIET 1 OT 3 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-11 INTFI c asaaia SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RU6 8RF6-00 8Rf6-IB 8WID-OB B6F10-IB 8RF14-08 88F14-t0BRF18-10 SRF184 8RF22'-OB 18 BRf26-00 81 4'-4" (52") PRECAST 1635 1749 3355 3280 4340 5421 6493 7567 J699 5206 869 8060 974 10891881 4'-6" (54' PRECAST 1494 1598 3063 7992 3966. 0416 5924 904 175E 3699 52.06 609 8060 9479 1oe93 5'-8" (68') PRECAST 866 920 lrto 1716 zv7 sa39 M02 3966 1107 2481 4567 6389 80600 7917tia 9311 5'-10"(70") PRECAST 810 859 1655 1600 2,124 2649 3174 3700 1113 2342 4242 6639 1 8060 7402 a 8706 a 6'-B" (80") PRECAST 797 901 1825 3120 5046 7747 9448 7360 Sol 1825 3120 5048 1915 9479 10893[, 7 -6" (90") PRECAST 69 75S 1590 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 899 " 1069 9"-II" (116") PRECAST 411 466 999 150 2233 3129 4091 3146 526 999 I568 2253 3129 4150 5891r Q) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD.ADDED REBAR: SEE GENERAL NOTE NO, 4 GENERAL NOTES I) Wk,ida: 1 B pee.,t Foist 4000 psi I e Fr Ueasd Unto 6wo psi ra-1 .3000 pd w;{{15 moam-m 3/8 Bch aggreg¢le role iwsan7 Wes IG2U) goo tot G90 mih m oim-m netoeeoeplpAvastre.y - 1900 ps1.. rebor"es, per A501 A616 G ode 60prrateeasn, slrond per AS1M A416 SCrede DO 1. mhxolionodorPerASiMC2]D TypeB w 2) M sale Iced tables b sd M ofrlmum 4 inch nominnl bdoe"I: Foe r-, Sole loud. Tor 14d type 8W and BRU6 must 1, dosed byy 2D R it beort>;y Tenth isleis. It- 6 1/2. Ue:. . 3) Proddt kdl mod., bed and head jams. 4) Tb¢ camber In Posedhesls IrAkeles the pncenl redoelimi for grade 40 Ti111 dckd 10o,, yyEs -oft. n/ I59 reducGcn 4• 0472 lA5 y+ 5501. 014M 5) AT 14,46t ;sal or d' L/360 deltic ,MiKdplimPeaserestrassfmlaN( typs 8F8 17'-4' and layer meets or, exceeds L/I60 d,I:eeU o.. Use is limited to oo jeos met8ng th. flar[do Bo9dmg 0ode1serwO1604.3.1 as opOicobk 5) Shot Fiend thiell os regU md. 7) 0no. /7 reb-1 moy be-hstityted Ica Inc /5 rebars. 8) hnloh-Usr/Btkchmenl of lido most —* With the odhitinte l - onE/ or slructurcl de—sals. 9) The desi,mar may -valuate wne-rk0tsd laads from Uu sole tool Woe 9y colcUoUngUeenerhresisBnqrrwenia.d sI— of d-6,my from LW 10wofs-p"L 1C) M.R. = NW Rated 10 Sotto; 4141 added rs car tc b4 W.AW .1 thi¢ Wit" oI Ihs FnlsF ..,ll. SEE GENERAL NOTE 18 12) LIM.I. ma mendxlored n:Ih 5-If2' I" retches .1 Iha Md. to sttaeoodols verrilceplarf- , and yrwGny. 13) the -!!"For --does -t Ii.W. imia9sd In aetodor rnnercto m,s Z ell, shoo hme oeUMofA- ` pPFed ;n de d Bet m1h ASTM C 926 or Q or oppM,td woDq, 14) I.W. Iood,d s..ms4l wous4/ r,ith wtbsel (9mvh or ?7t) and Weonlol (1.1"d) k. d slwld be 1 eked for the we km Iwo y sllli it. (.floe;, ey-nliac AppUA var6col load Appliedhonaottdl. Is. Safe v 11"l loud f Sots Fwdeantol food 5) For— posutn. fam Height. not 0h—,use care pest Ira- neat lose height shown. 16) For. 6nktieNths (A $Wna, Bit sole Food from nowt Iorgast berSib shorn. 17) Sole Foods an s-pedmpomd -IWAU loads. 18)Us bode bored M 1-6o11d de.1,n —Y. per Ad 53D are .ACT. 3Ta 1g).Addtfcnol lolpr.l loud wp,61y can he obtotsed y W. 4esi ner b7 F rid;n9 00CIane1 Yeinfolasd coderatsmoswryonus (RCAU) obwe the Rntel. Sse *Wh belaN: 1/2" CUR M MD!' R OF rl nr SEE :SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACII ADOMMAL REINFORCED CiiU ( RCMU) PULL COURSE 15 REBAR D or CR60 d'' A N., saarr n, rz, SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-1 INTFI C 4d.fU1T , V,1112F01. VSAFELOAD - POUNDS PER LINEAR FOOT --- TYPE LENG9TH 8RF5- 1T BRFe-2T BRF10-IT BRFID-2T BRF14-IT 8RF14-21 8RFI6-17 8RF18-21 8RF22-118RF26- II SRF12-Tf tlRF26-2T aRF30-1i 8RF30-11 4'-4", ( 52") PRECAST FIGS 1663 2352 30SS 3751 4445 5140 FIGS 1653 2362 3056 3751 4445 5140 4'-6" ( 54") PRECAST B67 1604 2272 2939 3607 4275 5943 867 1604 2272 2939 3607 4275 4943 5'-8" ( 68') PRECAST 675 1269,r 1797 2326 2854 3382 3911 675 1269 1797 2326 1 2854 3392 3911 5'-10-( 70") PRECAST 207 r 1748 i 2259 1 2773 le, 3286 a 27991 fi56 5233 1746 2259 2773 3286 2799 6'-B" ( 80") PRECAST 570 929 W 1530 ISM(, 2429 n 2878 1 3329 b 570. 1080 Ibw 198D 2429 2879 3329 7'--6" ( 90") PRECAST 506 742p 1364 1765p 2166 2567III 0 505 898 1364 1765 2I66 25679'-8" 1161PRECAST39546e , E84 1z , 15105869395 580 10721386I70120I82331V) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE DESIGNATION WQ 8F12 am f FILLED WMI CNOUf / U " UNFILIEO OUW111Y N' j5 Rfmit AT OF lWMM 3F16-1 LINTEL CA N B/1T 8019NAL 81UR1 — I WANIIIY OT ( 5 NO110FAL HEIGHT NEWT AT TOP ITS REW AT TOP MIN. (1) REO'O CLW 0 0 GROUT 15 SEW AT 8071011 OF UNIEL Wly 8F32 BF28 ,, xes)!t IL4tf• 20 BOTTOM REINFORCING 7-5 Br ACiUdi PROAMO IN uma a moul NAMES) 6G, EN' d• E mina RENEWED rich t5oflmidp w 0 44 F RUDUCf FLDYISP.0 03 7t Uoile EN4,mj with the Ihnidt OF/TY.' r,r wC ss` Aeoept 1e N,.7d_ .2 avinulon Dot,-" r -cony° R10 SEF6324C L 93584 R1R: CAST- CRETE 8" LINTEL FABRICATION DETAILS P,E. - REC. 110. 44756 1 SCALE; HOT 10 SCAtE In CITY OF SANFORD Job Address: p R 2 1-- historic District: Yes No_ Parcel ID: Residential CommercialEl Type of Work: New Addition Alteration El Repair Demo Change of Use Move Description of Work: I-q (.Glv 1 1; Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name j Street: 1`t City, State Zip: ki a Name ::: LW rn Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Title: Phone: ` J7 (> _, t) q- I ^ l j Resident of property? 1( Contractor Information Phone: Fax: q61 9L 1 State License No.: Er wa 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 FOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of pen -nit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Print OwnerlAgent's Name Date signature of Notary -state of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of II7 natureMg of Contractor/Agent Date 36fF- zvr fQ P ni ontractor/Agent's Name yy a } t Signatureof )\btary-State.af F7on a Date otokr_° PAMRASTERNUS a ee. c Commission NGGliO622 Expires August 7, 2021 Opfw" 8 clN yse"ices Contractor/ Agent is Personally Known to Me or Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type Occupancy Use: Flood Zone: Total Sq Ft of Bldg Min. Occupancy Load: New Construction: Electric - # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application I Job Address: 2-4-1 Historic District: Yes El No Parcel ID: Residential q Commercial, Type of Work. New 12 AdditionEl Alteration F] Repair El Demo 1-1 Change of I Use, F] move Description of Work: Plan Review Contact Person: P)-)-s 6"_' Phone: Fax: Email: Name Phone: — Street: Resident of City, State Zip: Contractor Information Name qJS Phone: Street: -40 f Bc-C_k YYN C.'_- j21_J1' Fax: _c City, Mate Zip: C,)r4c,_41)c4c), i-'L32_&D4 State License No.: Arch itect/Engineer Information M 1011.3Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: N WARr, IING TO &VnER: Y'VIR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance .of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, P( 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: V h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10TICE: In addition to the requirements of this permit there may be additional restrietions.applicable to this property that may be fbi ind in the public records of this county, and there maybe additional permits required from other governmental entities such as wi ter to nagement districts, state agencies, or federal agencies. A(Iceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 71' ). T[ e City of Sanford requires payment of'a plan review fee at the time of permit submittal. A copy of the executed contract is requ red in :)rder to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. T actual construction value will be, figured based on the current ICC Valuation Table in effect at the time the permit is issued, in wT,diince with F local ordinance. Should calculated charges figured offthe executed contract exceed the actual construction va uej cr. dit will be applied to your permit fees when the permit is issued. VNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate.and that all work A done in compliance with all applicable laws regulating construction and zoning. uate C-- Signature of Contractor/A Date IgentPrint Contractor/Agent's Narne 2- 2 lorida Date Signature of Notary -State of Florida Date tps1111; 1;,A'111 1011080 I- efit i's Personally Known to Me or Contractor/Agent is (.,/PersonaRff--tom& ID Type of ID Produced ID Type of ID P rm0its Required: BuildingElectrical [I Mechanical [:] PlumbingE] Gas F] Roof F] Cinstruction Type: Occupancy Use: Flood Zone: T lal Sq Ft of Bldg: Min. Occupancy Load: # of Stories: NJ w Construction: Electric - 9 of Amps Plumbing - # of Fixtures Sprinkler Permit: YesEj No n 4 of Heads - Fire Alarm Permit- YeSFJ NoF1 OVALS: ZONING: ENGINEERING: UTILITIES: I= WASTE WATER: BUILDING: ill June 30, 2015 Perm it Application a 9507 State Road 52 123 Miller Road Hudson, FL 34669 Vairico, FL 33594 727-863-5486 1 813-661-0707 Proposal No.- 717-13528 970t Bachman Road Established 1973 Orlando, FL32824 www.RJKielty.cam 407-855-2636 State License # CF-0O21 Page; 1 Q Proposal Dal 7126/.2t?77 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Voyager - 1826 Lake Mary FI_32746 We Propose hereby to furnish material and tabor - complete in accordance with specifications below for the Sum of. $6 850.00 Payment to be made as follows: 44%q Rough In 30%Q Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All ompleted in a workman like manner according to standard practices. Any alteration or deviat from specifications below involving extrr posts wdl tie exe ted only upon written orders, and will become an extra charge over and above the estimate. agreements contingent upon strlke,;ea crdents or delr control. Owner to c fire, tornado, and other necessary insurance. Our workers covered by worker's compens tide insuranc t 1 AUTHORIZED SIGNAT E•_ sr T _.,..--- - THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED IN 30 We hereby submit spec-sficzi terU a stimates for: Master Bath Up Shower 1 Toilet fLav Sterling Accord 60x34-Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve Gerber Maxwell 21-912 1.28 White Elongated By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Mden Chateau 64925 Chrome Faucet 1 Toilet Gerber Maxwell 21-9121.28White Elongated 1 Lav Gerber Maxwell 22-514 Pedestal White With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: EXCLUSIONS Backfilfing Included For Sewer & Water Only (Slab Backfilling By Others) Backflow Preventers Included NO Permit Fees included hater Piping In: CPVC 40' Sewer Allowance; Additional $12 par toot 40' Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien Lars - Florida Statutes 713.001 713.37. Acceptance of Proposal - Thr 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. Iagreetopayreasonableattomey's fees court costs in the event of legal action. A monthly service charge of 1 112°t will be added after days, Any sevrer taps deeper than 4112 feet or requires backhoe or dewatering will be an extra charge- SIGNED%i C % DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson Las" Edit By: Last Edit Date; 712712017 1 9ba P1 C) 19- FINAL BOUNDARY SURVEY VIYNDHAM PRESERVE - LOT 128 a1 c + 3= o o CL WYNDHAM PRESERVE 0 a LOT 128 0 PB 81, PG 93) M LAKE MARY BOULEVARD 0 0 r, VARIABLE WIDTH R/W PER EAST LAKE MARY o BOULEVARD R/W MAP COUNTY PROJECT PS-0137 0 ° z s N89*42'17"E 40. 0' c o 0vo Y UTILITY, BUFFER, CONCRETE F/R m FIRALL & LANDSCAPE WALL EASEMENT (P) 2 it LOT 128 h -- AREA -. _.... _.._ ... _ . 4,453 S.F. 10.0 A/C Z o PAD >Z O o PATIO o 0 6.0,' 15. 6.0' ,^ 2.7 28.0 Nr Ri2 STORY RESIDENCE LOT 129 m 2618 FLICKER COVE LOT 127 n n o 0 N W k a FFE= 30.01' 14, NOO3 6.0" 1 28.0 PORCH Building Setbacks 10'UTILITY CONC WALK Setbacks: Per construction plans for ASEASEMENT (P) WYNDHAM PRESERVE", City of Sanford, Seminole County, to w Florida. 0) Front = 25' Z > N Rear = 20' c0i o - Side = 5' F/R--"' - - LINE DATA TABLE NO. BEARING LENGTH L1 N 75'54'33" W 24.64' CURVE DATA TABLE NO. I RADIUS DELTA ARC CHORD BEARING C1 125.13' 007'31'20" 16.43' 16.42' N 79*40'13" W C2 125.00' 014'22'17" 31.35' 31.27' S 83'05'41" E C3 100.13' 1 038'48'06" 67.81' 1 66.52' S 84'41'24" W LB —Licensed usiness LEGEND: ADU SSD —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 M —Water Meter O.R.— Official Records Book N—Water Valve P.B. —Plat Book f—Fire Hydrant Pg. —Page RCM —Reclaimed Water Meter Elev. —Elevation RCD4—Reclaimed Water Valve Conc. —Concrete Cable Box BP —Brick Paver D—Telephone Box SW —Sidewalk EI—Electric Box FFE —Finished Floor Elevation Utility Pole CI —Curb Inlet 0—Guy Pole GTI—Grate Top Inlet O—Light Pole P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride D—Storm Sewer Manhole NCS —No Corner Set (Falls in Water) m—Sanitary Sewer Manhole SF —Square Feet EHHo —Electric Handhole O.U.E.—Drainage/Utility Easement COO —Clean Out FMGD —MAG NAIL & DISK CVDL4—Irrigation Control Valve P.K. —Parker Kolon Nail r —Sign SIR —Set 1/2" Iron Rod LB7768 wl>4—Gate Water Valve SPKD —Set P.K. & Disk LB7768 Gas Meter FIR —Found 1/2" Iron Rod LB7768 rr•—Existing Grade FIP —Found 1/2" Iron Pipe LB7768 CI —Blow—off Valve FPKD—Found P.K. Nail & Disk LB7768 --_—Drainage Flow Direction FCM —Found 4"x4" Concrete 10.0 —Proposed Design Grade Monument PRM LB7778 10.2 —As—Built/Existing GradgNote: Some items in above legend may not be applicable) REVISIONS Description I Date I Dwn. Ck'd I P.C. I Order No. L1 0CONCCURB 3 LICER F PAVEMENT o C3 CO V' ` PCP 31' 06, 14, 5pPCP N 5Nr '54 ;33" W rn ASPHqATf ROAD AY PCP lT PAVFM NT SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights —of —way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of 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 ` = 30'. 7. All boundary line dimensions are field measured unless otherwise noted. CONcf ll 42' CENTER) PCPLINE 0 N II w U rA SURVEY NOTE: No SOD at time of Survey 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 128, according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date of Field Survey: 5 30 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 , Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. GeoPoInt Surveying, Inc. mes D. LA..LS6915 Drawn: MTP Checked: JDL P.C.: Data File:BrisswEast-Plot L SURVEYOR &MAPPER N0. SORIDAPROFESSIONAL NOT VALID WITHOUT THE SIGNATURE AND THE O.RIGINAL Date: 5/30/18 Dwg: BriwonEast-Lot128 Order No.: QED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: