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3837 Night Heron Dr 18-1628
111111111111111111111111111fill l fill III Parcel ID Number: 17-20-31-502-0000- 21d 0 GRANT MALOY ? SEMINOLE COUNTY CLERK OF CIRCUIT COURT t. COMPTROLLER Prepared By Daphne Clark BK 9153 F9 1434 (41`9s ) and Park Square Homes CLERK'S 4 2018068527 Return To: 5200 Vineland Road, Suite 200 RECORDED 0FEES $10.21:118 12' 3'? 51 PM RECORDING FEES v1i!.i!i! Orlando, FI 32811 RECORDED BY tsm i th NOTICE OF COMN[ENCEMENT. State of Florida. County of Seminole. Permit Number: 10 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 2 O Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of th public records of Sem' ole County, Florida. Address : J i ii , Sanford Fl 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, Fl 32811 Telephone 407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, F13281'l Telephone 407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: IMOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713. l3(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: /fA,s/y Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. OrA Notary Public •a gIISSI e Zp 9 Daphne Clark : My commission expires: 6/27/19 Serial No. FF209108 NotaryC Sgn tfr''e pORS ' 41+4 otsry seal: w 0• fF NoAon CONt 0 ELORI O a SEI` I11 106 C C v gy Date a4'.•'••'• 14,ZES.me21'1s1' 0R,tuBud9 tµolaN payP r - CITY OF SANFORD BUILDING & FIRE PREVENTION APR - 3 2018 PERMIT APPLICATI N D BY., ------Application No: Documented Construction Value: $ Job Address: 3837 Night Heron Drive, Sanford, FL (Lot 210) Historic District: Yes No Parcel ED: 17-20-31-502-0000-210-0 Residential ® Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email: mparkison0parksquarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to'obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 13 q 3 ". Permit Application 107"S. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ig la be> Signature of Owner/Agent Ekte Vishaal J/. Signatureo Contractor/Agent Date Vishaal Gupta Print Contractor/ -Cs Name Signat a of Note -State of Florida Date Signatuk of Notary -State o longal MI ELE PARKISON oi, MICFiELLE PARKISON •; Notary Public - State of Florida Nolary Public - State of Florida Commission 0 GG 157861 Ctlmmhsion q GG 157881 i M Comm. Expires Nov 5.2021 YMyComm. Expires Nov 5, 2021 S„," Bonded lhtWo Nstanm Wirynsm. Bedded IhNKrp Nadond Notary Am. Ow r n to Me or Contractor/Agent is ' Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical [21 Mechanical [Rr Plumbing© Gas Roof Construction Type: V 1b Occupancy Use: 9,3 Flood Zone: &-.15cE iz-•`r HED Total Sq Ft of Bldg: 7_4-60,5 Min. Occupancy Load: of Stories: 1 New Construction: Electric - # of Amps DSO Plumbing - # of Fixtures (lp Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING. UTILITIES: ENGINEERING: toTC. FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. t13. y *1a iMr• La MoLyaa e \\- A, GcR Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sir L..• IA S Revised: June 30, 2015 Permit Application b A WIN BUILDING & FIRE CITY OF SANFORD s ' i; : ; PREVENTION n Y PERMIT APPLICATI N t D Ili A--BY.Application No• Documented Construction Value: $ 125.625.00 Job Address: 3837 Night Heron Drive, Sanford, FL (Lot 210) Historic District: Yes No Parcel ED: 17-20-31-502-0000-210-0 Residential © Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Email: mparkisonO-parksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 No Phone: 407-529-3000 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. / MJS Home DesignsArchitect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eno./ PO Box 530783. Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to'obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 permit 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 will be done in compliance with all applicable laws regulating construction and zoning. 4L, 4 Ja Signature of Owner/Agent 1e 8 Vshaal Gupta Print Owner/Agent's Name Signature of Contractor/Agent Date Cr Print Contractor/ma's Name Signa a of No -State of Florida Date SinAQ>ate o lori r'i" •.,, MI ELE PARKISON MICNEILE PARKISON r ii Notary Public - Stele of FloridaNotaryPublic - Stale of Florida • ; • • ` Commission g GG 157861 F •,+ , + Commission s! GG 157881 My Comm. Expires Nov 5, 2021 1y My Comm. Explrae Nov 5, 202t K`/ eomm tn au Naconm Naayaun. aL : `' Qnrgpd auoudh NguanN Notaryl an. Ow t ol`M" Kriffvft to Me or Contractor/Agent is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: jvec9hp y—joag' WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application 18 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3837 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2100 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: Q 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) OF CI US' ONLY Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M 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 W, the best available information used to determine the base flood elevation is: BP# 18-1628 Reviewed by: Michael Cash, CFM Date: April 26, 2018 11 1 Application for Paved Driveway, Sidewalk or yWalkwa Including Right -of -Way Use & F 1877- Landscaping i11 Right -of -Way wvm.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the r„e.w,.,tibeloW size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbstorey-di¢ 1. Project Location/Address: Ji t`l IG'1 E H2,'M r i V D 7 f1 tJirC1 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date El Emergency Repairs 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by. Prnperry t wrter. / Signature: /l 1 Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email: mparkisonQperksquarehomes.com Date: A/'a /tq Maintenance ResponsibilitieslIndemnification 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, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: -Y• ate• /Q) This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW use onveway.pm REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence AAArpcc- E ELCTR_ICAL,'PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 101 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANIC;kLPERMIT^ Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000534 BUILDING PERMIT NUMBER: 18-10000534 DATE: June 15, 2018 A UNIT ADDRESS: NIGHT HERON DRIVE 3837 17-20-31-502-0000-2100 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND RD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3837 NIGHT HERON DRIVE / WYNDHAM PRESERVE/-------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROAI S-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 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 91000.00 1.000 dwl unit 91000.00PARiKSgle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN UEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER TM CERTIFICATE OF OCCUPANY OR OCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. f\ THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \ ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 0 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 21- Q. / a I hereby name and appoint. an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and applicati(n for work located at: Street Expiration Date for This Limited Power of Attorney: Q-31.6^0/p License Holder Name: Vishaa) Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 3 day of Ao•; I , 2W Lb_, by Vishaal Gupta who is rXpersonally known to me or who has produced identification and who did (did not) take a_o gathl----\ Notary Seal) Signature M"4h '% kr-t ; 5cti.a Print or type name MICNELLEPARKIst)N Notary Public -State of G Ice tary Public - Slate of ftottdaCommbaion#GG15786t Commission No. 157 3Co/ Comm.E,mandNomyAssNoy 5, t M Commission Expires: I/-5-WaandudthroughNaUonaNolerYAnen. y Rev. 08.12) as RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 210 Margate II A RHG Stud - E Builder Name: Street: 3837 Night Heron Dr Permit Office: City of SanfordaCity, State, Zip: Sanford , FL , Permit Number: 8-162m nAONFORDOwner: Park Square Homes Jurisdiction: 6 508DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2 b. Frame - Wood, Adjacent R=13.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1966.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area above grade (W) 1966 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(210.3 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 393.2 a. U-Factor: Dbl, U=0.55 130.93 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: - SHGC=0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 15.33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.191 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1966.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 b. Conservation features b. N/A R. ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.107 Total Proposed Modified Loads: 54.17 PASSTotalBaselineLoads: 57.19 1 hereby certify that the plans and specifications covered by Review of the plans and fHE STq, this calculation are in compliance with the Florida Energy Digitally signed Bojan specifications covered by this 43 °• - Code. BO dl1 y ovic calculation indicates compliance- Energy Code. PaUkoyic Date:2018.03.2210:44:28 with the Florida PREPARED BY: manna Before construction is completed a G DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, s designed, s in compliance Florida Statutes. 41 with the Florida Energy DD WE OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 Gnats Qdnr_7n17 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 210 Margate II A RHG Stu Bedrooms: 3 User Conditioned Area: 1966 Park Square Homes Total Stories: 1 1 Worst Case: No Rotate Angle: 135 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 210 Block/Subdivision: WYNDHAM PRESERV PlatBook: Street: 3837 Night Heron Dr County: Seminole City, State, Zip: Sanford , FL , CLIMATE J Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1966 18283.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1966 18283.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2199 ft2 492 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1966 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1966 ft2 0.1 Wood 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 fail 1A9:LTiL-611116 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NE=>S Exterior Concrete Block - Int Insul Main 4.1 60 6 9 4 564.7 ft2 0 0 0.8 0 2 NW=>E Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.8 0 3 SW=>N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.8 0 4 SE=>W Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft2 0 0 0.8 0 5 E Garage Frame - Wood Main 13 29 0 9 4 270.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW=>E • Insulated Main None 4 3 8 24 ft2 2 -=>E Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE=>S 1 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 2 NW=>E 2 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 9 It 8 in 1 ft 4 in None None 3 NW=>E 2 Metal Low-E Double Yes 0.55 0.22 N 16.3 112 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 NW=>E 2 Metal Low-E Double Yes 0.55 0.22 N 16.3112 4 It 8 in 1 It 4 in Drapes/blinds None 5 SW=>N 3 Metal Low-E Double Yes 0.55 0.22 N 32.7 f12 1 ft 0 in 1 It 4 in Drapes/blinds None 6 SW=>N 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds None 7 SE=>W 4 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 8 SE=>W 4 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 6 ft 0 in 1 It 4 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 ft2 50 ft 9.3 ft 1 INFILTRATION Scope 'Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 Sys#1 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 1=nctnn QAnC%-7n1 7 COOLING SYSTEM Syslem.Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 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 6 393.2 ft Main 98.3 ft2 Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjj j X Jan r jj Feb Jan XJ Feb MarId Mar j j A r jj Apr j jj Ma [X] Jun jX Jul j May [ ] Jun [ ] Jul jjXj Au j j Au[ X] Se Sep Oct Oct Nov NovDecVentinDecHeatin Jan l[ ]] Feb Mar X] Apr [[ jj May [ ]Jun [ j Jul Aug J Se Oct 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 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, .Prescri tive and ERI Methods ADDRESS: 3837 Night Heron Dr Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the budding thermal envelope of existing buildings in which the new construction is less than 85 percent 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. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in'a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3•Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F 03°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/22/2018 1'0:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 th inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1006F to 140OF (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1:2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7..1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (106C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40OF (4.80C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI 2 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R463.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryf)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 3/22/2018 10:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 3837 Night Heron Dr, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2 b. Frame - Wood, Adjacent R=13.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area (ft2) 1966 b. N/A R. ft2 c. R= ft27. Windows" Description Area 11. Ductcts R ft 2 a. U-Factor: Dbl, U=0.55 130.93 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 393.2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 15.33 ft2 a. Central Unit 28.6 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 27.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.191 ft. Area Weighted Average SHGC: 0.231 8. Floor Typesyp Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1966.00112 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat 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 inspectione10-th-erwilm, a new EPL Display Card will be completed based on installed Code comps features. Builder Signature:-,e ` `p._ Date: qa - /6 Address of New. Home N 1n rd t;,, City/FL Zip: gtiE STq lt a 0 WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/22/2018 10:40 AM ' EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software . Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 210 Margate II A RHG Stud - E Builder Name: Street: 3837 Night Heron Dr Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall ayts-nef hjuh4nd piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICU-400. 3/22/2018 10:41 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsoove Cotrt Sum 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling corn Licame: CA0032444 Project• • For: Paark Square Homes Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16696 Btuh Structure 18060 Btuh Ducts 3419 Btuh Duds 3997 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Equipment load 20115 Btuh Use manufacturer's data n Rate/ swing multiplier Equipment load 0. 98 21528 Btuh InfiltrationsensibleMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2259 Btuh Ducts 8 Btu Central vent (0 cfm) 0 Btuh Heating Cooling none) Area ( ftj 1960 1960 Equipment latent load 3117 Btuh Volume ( fl3) 18228 18228 Air chahges/hour 0.26 0.14 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 24645 2A Btuh ton Equiv. AVF (cfm) 79 43 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade . TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR603OH1 AHRI ref 7562380 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 470F Latent cooling 7150 Btuh Temperature rise 27 F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 36 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. or*" gll = 'I ft' 2018-Mar-221028:46 CI •-- -- Agto-SLiteDUri%ersal20l8 l8.O.11 RSU16877 Page 1 EMP PRINT Lot 210 Margate IIA RHG Sad - Enp Cale- M18 Hotae taoes: E wrighttsoft*. Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stu! Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsoove Cout Sum 1, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web: waw0reStopCooli gcom License: CAC032444 1 Room narile Entire House WED 2 Exposed wall 171.0 R 235 R 3 Room height 9.3 R d 93 R heatrmol 4 5 Room dimensions Room area 1960.0 Il° 1.0 x 247D R 247.0 W Ty Construction number U-value BGrhAP-°) Or HTM BUMM Area (R?) or perimeter (R) Load BWh) Area (11) or perimeter (If) Load BUh) Heal Cool Gross NrP/S Heat Cod Gross NAS Heat Cool 6 11 13A-4ors 4A5-2orn 4115.2trn 13A-4ocs 4A5-2om 0.143 0550 0540 0.143 0540 ne no ne se se 3.40 13119 12.85 3.40 12AS 2,85 22.45 24.01 2B5 14.73 465 33 6 195 9 426 0 0 129 9 1451 428 77 440 120 1216 734 144 369 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 11 DO 0550 0550 03W se Se se 13D9 13.09 928 2234 13.17 12.15 16 16 24 1 16 24 214 214 223 365 215 292 0 0 0 0 0 0 0 0 0 0 0 0 1ql I--C 13A-4ocs 4A5-2om 13A4= 4A5.26m 4A5-2omd 0.143 0550 0.143 0550 0580 sw sir rtw nw nw 3.40 13A9 3.40 13.09 13.80 2.85 2234 2.85 22.45 2724 563 33 367 33 64 530 2 271 0 0 1804 428 921 428 883 1512 730 772 734 1743 60 0 158 33 0 60 0 125 0 0 206 0 427 428 0 172 0 358 734 0 Vjl C I--C q 12C-0srr OD91 2.17 1.48 270 252 545 372 0 0 0 0 0 11 DO 03M n 928 12.15 18 18 166 217 0 0 0 0 C 168.30ad 0.032 0.76 1.75 19M 19W 1493 3428 247 247 188 432 F 22A- pm 1.180 28.08 OAO 1960 171 4802 0 247 24 660 0 6 c) AED excursion 510 188 Envelopeloss/gain 14637 13490 1908 1883 12 a) Infiltration 2060 820 283 113 b) Room ventilation 0 0 0 0 13 Internal gains Ooarpants@ 230 Appliances/dher 5 1150 2600 2 460 0 Subtotal (lutes 6 V 13) 16696 18060 2192 2456 Less external load 0 0 0 0 Less trarder 0 0 0 0 Redistribution O 0 0 0 14 Subtotal • 16696 18060 2192 2456 15 Dud loads 1 209/- 220/61 3419 3997 201/6 22% 449 544 Total room load I I 20115I M7 21AO 3000 Air required (dm) 953 953 125 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C } wrigti+tsoft- 2018-Mar-221028:46 RiglvSutaGUNversal2018 18.0.11 RSU16877 Page 1 EMP PRN7%.ot 210 Margate IIA RHG Stud - E r p Cale - M.18 House laces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardscove Covt. Sure 1, W irmr Park FL 32792 Phore: (407) 629 - 6920 fax: (407) 629 - 9307 Web: wwuOreStopCoolirg com License: CAC032444 1 Room name MWIC1 MWC 2 F osed wall 125 ft 35 ft 3 Room height 93 It heat0ool 93 ft heaWWO1 4 5 Room dimensions Room area 5S x 7.0 It 385 OF 5.5 x 3S ft 193 fP Ty Construction number U-value Btu11AR'Fj Or HTM BathAn Area (" or perimeter '(ft) Load BWh) Area (fta) or perimeter (ft) Load BRrh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 13A-40rs 4A5-2om 485-2h 0.143 O-9W 0540 no no ne 3.40 13.09 12.85 225 22.45 24D1 65 0 0 65 0 0 222 0 0 186 0 0 33 0 0 33 0 0 111 0 0 93 0 0 t 1 13A4= 4A5-tom 0.143 0540 se se 3.40 12.85 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om • 11 DO 0550 OS50 0390 se se se 13.09 13D9 928 2234 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4ors 4A5.2om 0.143 0550 sw s v 3.40 13.09 2.85 2234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4oce 4A5.2om 4A5-2omd 0.143 0550 0580 nor nw w 3.40 13.09 13,80 2.85 22A5 2724 51 0 0 51 0 0 174 0 0 146 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw' 0.091 217 1.48 0 0 0 0 0 0 0 0 IL-0 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 39 39 29 67 19 19 15 34 F 22A-cpm 1.180 28.08 0.00 39 13 351 0 19 4 98 0 6 c) AED excursion ' 19 6 Envelope low/gain 776 380 224 121 12 a) Nitration b) Room ventilation 151 0 60 0 42 0 17 0 13 Internal gains: Oocupam @ 230 Applianaestother 0 0 0 0 0 0 SubbXW (lines 6 to 13) 927 440 1266 138 Less e4enalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal • 927 440 266 138 15 Duct loads 1 20% 22%1 190 97 20% 22N- 54 30 Total room load 11161 538 320 168 Air required (dm) 53 23 15 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrright Bolt- 2018-Mar-22 1028.46 A Right-Sute®Uriversal2o1818.0.11 RSU16877 Paget EMP P0lNT\Lot 210 Margate IIA RHG Stud - Enp Cak - MJ8 Hose taoes: E wrightsdit- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsmve Cou•t, Sum 1. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwaOreSmpCooli gcom License: CA0032444 1 Room name METH MWIC2 2 EVosedwall 9.0 0 0 It 3 Room height 93 R heattool 9.3 It heat/000l 4 5 Room dimensions Room area t o x 91 A It 91 A IP 1.0 x 52.1 fl 521 IP Ty Coraumon number U-value BbrhA -9 Or HTM Area (Rr) or perimeter (It) Load Bbrh) Area (" or perimeter (It) Load BWh) Heat Cool Gross NIPS Heat Cool Gross NAS Heat Cod 6 13A-40cs 4A5.2om 4BS-21M 0.143 0550 0540 ne ne no 3.40 13D9 12.85 2AS 22.45 24A1 84 0 6 78 0 0 264 0 77 222 0 144 0 0 0 0 0 0 0 0 0 0 0 0 11 13AAocs 4AS-2om 0.143 0540 se se 3.40 12.85 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 11 DO 0550 0550 0" se se se 13.09 13.09 928 22.34 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl L-G 13A-4ocs 4A5.2om 0.143 0550 9Nr sw 3.40 13A9 2.85 2234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 4AS-2om 4A5-2omd 0.143 0550 0.580 rrw nw nw 3.40 13.09 13.80 2.85 22AS 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw OD91 2.17 1.48 0 0 0 0 0 0 0 0 L-D 11130 03W n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 91 91 70 160 52 52 40 91 F 22A-q)m 1.180 28.0E 0.00 91 9 253 0 52 0 0 0 6 c) AED excursion 23 4 Envelope lossrgain 664 503 40 87 12 a) infiltration 108 43 0 0 b) Room ventilation 0 0 0 0 13 Intemal gams ' Oowpants @ 230 Applianoesttw 0 0 0 0 0 0 Subtotal Pines 6 to 13) 772 546 40 87 Less exmmalload 0 0 0 0 Less transfer 0 0 0 0 Redistribubon 0 0 0 0 14 Subtotal 772 546 40 87 15 Dud loads 1 2096 22% 158 121 2095 22% a 19 Total room load I 1 930 667 49 107 At required (dm) 1 44 29 1 1 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C }r- wrrtgtitvoft 2018-Mar-22 1028 46 cA -""" "'-•"^ RegltSutaOUniversal 201818.0.11 RSU16877 Page EMP PRINT1Lot 210 Margate IIA RHG Sad - E.np Cale- MJ8 Florae faces: E wrilghtsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsoove Court Sum 1, W rrear Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web, ww KOnoStopCooling oom License: CAC032444 1 Room name FAM CAFE 2 Ewall 33D It 9A R 3 Room height 93 It heat/aool 93 fl heaHmd 4 5 Room dimensions Room area 1. 0 x 294D It 294. 0 IF 175 x 9.0 It 1575 fF Ty Construction number U- value BtuhV- n Or HTM Btuhh4n Area ( fF) or perimeter (Iq Load Bnrh) Area ( fn or perimeter (R) Load Bluh) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool 6 13A-40CSS 4A5- 2om ' 485. 21m 0. 143 0550 0540 no no no 3. 40 13. 09 12E5 2. 85 22. 45 24A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13AAors 4A5- tom 0. 143 OS40 se se 3AO 12. 85 2. 85 14. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om ' 4A5- 2om 11DO 0550 0550 03W se se se 13. 09 13. 09 928 2234 13. 17 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 4ocs 4A5. 2om 0. 143 OS50 sw sw 3. 40 13. 09 2A5 2234 149 0 149 0 506 0 425 0 84 33 51 2 174 428 146 730 V l 13A-4ors 4AS2om 4A5. 2omd 0. 143 0- rw 0580 nw r1W rrw 3. 40 13. 09 13. 80 2. 85 22. 45 2724 158 0 64 94 0 0 320 0 883 268 0 1743 0 0 0 0 0 0 0 0 0 0 0 0 I--- G I-- G q 12C4)sw OD91 2.17 1.48 0 0 0 0 0 0 0 0 D C 11 DO 166. 30ad 0" 0. 032 n 928 0. 76 12. 15 1. 75 0 294 0 294 0 224 0 514 0 158 0 158 0 120 0 275 F 22A-qom 1.180 28A8 ODD 294 33 927 0 158 9 253 0 6 c) AED excursion 415 225 Envelope loss/gain 2861 3365 974 1376 12 a) Irdthration b) Room ventilation 397 0 158 0 108 0 43 0 13 Internal gains: occupants @ 230 0 0 0 0 Apphanoes( ogwr 900 0 Subtotal ( lines 6 to 13) 3258 4423 1083 1419 Less extemal load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3258 4423 1083 1419 15 Duct loads 20% 229/. 667 979 20% 229r6 222 314 Total room load 3925 5402 1304 11733 Air required (dm) 1 1 186 233 1 62 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c } r wrrtghlsoft- 2018-Mar-221028:46 RigFtSrite® urivensa1201818.0.11 RSU16877 Page EMP PRIN%ot 210 Margate IIA RHG Slid - EAp Cak a MJ8 Horse faces: E wrightsoft Right-J® Worksheet Job: Margate 11 ARHG Stud Entire House Data: 02/27/2018 By. MC/LM/BP/MC One Stop Cooling and Heating 7225 Sardscove Cou2 Suite 1. W irur Park FL 32792 Phore: (407) 629. 6920 Fax: (407) 629. 9307 Web wwK0reStopCoohrgcom License: CAC032444 1 Room name STH2 WIC3 2 3 Exposed wall Room height 0 R 9.3 R heat/cool 0 R 93 R heattool 4 5 Room dimensions Room area 6.0 x 95 R 57.0 R= 4.0 x 61) R 24.0 1P Ty Construraon U-value Or HTM Area (W) Load Area (Il) Load number BtuhMLn Btuw or perimeter (R) Btuh) or perimeter (R) Btuh) Heat Cool Gross NrP/S Heat Cool Gross NAS Heat Cool 6 13A40cs 4A5.2om 4B5.2hn 0.143 05W 0.540 ne no no 3.40 13A9 1225 2.85 22.45 24111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13AAo s 4A5.2om 0.143 0.540 se se 3.40 12.85 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 4A5-2om 4A5.2om IIDO 0SW WSW 0390 se se se 13. 09 13. 09 928 22. 34 13. 17 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-- C 13A- 40s 4AS2om 0. 143 05W SIN3. 40 sw 13.09 2115 2234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 40ts 4A5. 2om 4AS2omd 0. 143 0550 0580 nw rtw nw 3. 40 13. 09 13. 80 2115 22A5 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 Z17 1.48 O 0 0 0 0 0 0 0 t--- D 11DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 57 57 43 100 24 24 18 42 F 22A-cpm 1.180 28.08 OAO 57 0 0 0 24 0 0 0 6 d AED excursion 4 2 Envelope losstain 43 96 18 40 12 a) trfiltrabon b) - Room ventilation 0 0 0 0 0 0 0 0 13 triternal gains Ool pants@ 230 0 0 0 0 Appliancesblher 0 0 Subtotal pines 6 to 13) 43 96 18 40 Less wdemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 16 0 0 14 Subtotal 51 112 18 40 15 Dud loads 20Yo 220% 10 25 201% 220% 4 9 Total room bad 61 137 22 49 Air required (dm) 1 3 6 t 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c " If wrrtgfxtmoft- 2018-Mar-221028:46 Right- Sute®Unversa1201818.0.11 RSU16877 Page EMP PROfMot210 Margate IIA RHG Sad - Esup Cale. MA House taoss• E wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Dam: 02/27/2018 By. MC/LM/BP/MC 7225 Sardscove Coat, Suite 1, W ue3r Park FL 32792 Phore• (407) 629.6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirigmm Lroerse: CAC032444 1 Room name. BED3 Krr 2 Evosed wall 125 It its Il 3 Room height 93 It heaV000l 9.3 R heaVaod 4 5 Room dimensions Room area 1.0 x 164.0 Q 164.0 W 1.0 x 202.0 Il 202.0 IF Ty Construction number U-value BnimIL-) Or HTM Area (Its or perimeter (Il) load BWh) Area (Its or perimeter (ft) Load Btuh) Heat Cool Gross NrP/S Heat Cod Gross NAS Heat Cod 6 13A-4ocs 4A5.2om 485-21M 0.143 CISM 0540 ne ne ne 3.40 13.09 1285 2.85 22.45 24DI 116 16 0 100 0 0 340 214 0 285 367 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5,2om 0.143 0540 se se 3.40 12A5 2.850 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2om 1100 0550 0550 0.390 se se se 13.09 13D9 928 22.34 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjI t--C' 13A'-flocs 4A5.2om 0.143 0550 sw sw 3.40 13.09 2.85 2234 0 0 0 0 0 0 0 0 107 0 107 0 364 0 305 0 13A-4= . 4A54om 4AS2omd 0.143 0550 0580 nw nor rlw 3.40 13.09 13,80 2.85 22A5 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0su O.091 2.17 1.48 0 0 0 0 0 0 0 0 I--D 11130 0.390 n 928 1215 0 0 0 0 0 0 0 0 C 168•30ad 0.032 0.76 1.75 164 164 125 287 202 202 154 353 F 22A cpm 1.180 28.08 0.00 164 13 351 0 202 12 323 0 6 c) AED excursion 40 77 Envelope losslgain 1030 898 841 581 12 a) Infiltration b) Room ventilation 151 0 60 0 139 0 55 0 13 Internal gains: Ooarpam@ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 1180 1188 979 1836 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 9 21 208 219 14 Subtotal 1190 1209 1187 2055 1151 Dud; loads 1 20% 22% 244 268 20% 229% 243 455 Total room load I 1433 1476 1430 2510 Air required (dm) 1 1 68 64 1 1 68 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L- rsoft- 2018-Mar-22102846 Riga-Sute®Uriversal201818.0.1t RSU16877 Page6 EMP PRi4Mot 210 Margate IIA RHG Stuff - E.np Cale." Housefaces. E wrightsofte Right-J® Worksheet Entire House One Stop Cooling and Beating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsoove Cout Sum 1, Wiro3r Pad4 FL 32792 Phore. (407) 629 - 6920 fax: (407) 629 - 9307 Web, wwx0reStopCoolirg com License: CAC032444 1 Room name' BED2 AC 2 Fwall 13.0 ft 0 It 3 Room height 9.3 ft heattool 93 ff heatbool 4 5 Room dimensions Room area 1. 0 x 164.0 R 164A IF 35 x 35 R 123 W Ty Construdion number U- value BtUK4F 9 Or HTM BWhAF) Area ( re) or perimeter (to Load Bath) Area ( re) or perimeter (It) Load Bah) Heat Cool Gros NAS Heat Cool Gross NAS Heat Cool 6 Vjl I— 13A4ocs 4AS- 2om 48S21m. 0. 143 0S50 0540 ne ne no 3. 40 13D9 12. 85 2. 85 22. 45 24. 01 121 16 0 105 0 0 356 214 0 298 367 0 0 0 0 0 0 0 0 0 0 0 0 0 l--f 11 13A- 4ocs 4A5. 2om 0. 143 0540 se se 3. 40 12. 85 2. 85 14. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 2om 4A5. 2om IIDO 0550 0S50 0" se se se 13. 09 13.09 928 2234 13. 17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! 13A- 406 4A5.2om 0.143 0550 sw sw 3. 40 13A9 2. 85 2234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Vjl13A- 40cs 4A5.2om 4A5-2omd 12C-0sm 11130 0. 143 0550 0580 OD91 0390 nw rcw rcw n 3. 40 13D9 13. 80 2.17 928 2. 85 22.45 2724 1. 48 12.15 0 0 0 135 0 0 0 0 135 0 0 0 0 292 0 0 0 0 199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F--! 2 R I-- o C 16B- 30ad 0A32 0.76 1.75 164 164 125 287 12 12 9 21 F 22A- cpm 1.180 28DB 0.00 164 13 365 0 12 0 0 0 61 c) AED excursion 1 49 1 -1 Emelope loss/ gain 1352 1102 9 21 12 a) Infiltration b) Room ventilation 157 0 62 0 0 0 0 0 13 Intemalgaint Occupam@ 230 AppliarloesAother 1 230 0 0 0 0 Subtotal ( lines 6 to 13) 1508 1395 9 21 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 182 244 9 21 14 Subtotal 1690 1639 0 0 15 Dualoads 20% 22Yo 30 363 2OYe 22Ye 0 0 Total room load 2036 2002 1 0 0 Air required ( dm) 1 1 96 86 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018- Mar-221028:46 Righl-Sute® Unversal201818.0.11 RSU16877 Pagel EMP PRKMot 210 Margate IIA RHG Sad - Enp Cale- Mill House faces: E fI1F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II A RHG Stud Date: 02/27/2018 By. MC/LM/BP/MC 7225 Sardsoove Court. Sute 1, Wrran Park FL 32792 Phore• (407) 629 - 6920 Fax. (407) 629. 9307 Web: wwwOreStopCoohrg.com Worse: CAC032444 1 Room name H1 PAN 2 Exposed wall 0 a 0 g 3 Room height 93 a heat/mol 93 it heafKool 4 5 Room dimensions Room area t o x 453 it 452 W ID x 22.0 it 22.0 W Ty Construction number U-value BWMR-n Cr HTM Area (a?) or perimeter (11) Load BWh) Area (IF) or perimeter (Iq Load B¢th) Heat Cool Gross NAS Heat Cool Gross NAPS Heat Cool 6 VjJ 13A-400; 4A5.2om 4135-2trn 0.143 50OS 0540 ne no no 3.40 13D9 12.85 2.85 22.45 24A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A4o s 4A5.2om : 4AS2om •' 4A5-2om 11 DO 0.143 OS40 OS50 0550 0390 se se se se se 3.40 12.85 13.09 13.09 928 2.85 14.73 2234 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjI 13A-4oC ' 4AS-20M A-4ocs' 4AS-20M 4AS-2omd 0.143 0550 0.143 OS50 0SW sw sw nw nw rrw 3.40 13.09 3.40 13D9 13.80 2.85 2234 2.85 22.45 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G yl E--1 f q 12C-Osw 0.091 217 1.48 0 0 0 0 0 0 0 0 LZ 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.76 1.75 45 45 34 79 22 22 17 38 F 22Atpm 1.180 28.08 OAO 45 0 0 0 22 0 0 0 6 c) AED excursion ' 3 2 En%elope loss/gain 34 76 17 37 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 t3 Mmalgains: omipam@ 230 0 0 0 0 Appliances/other 0 0 SubloW (lines 6 to 13) 34 76 17 37 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 34 76 364 305 14 Subtotal 0 0 381 342 15 Dud loads I 20'/e 22%1 0 0 206% 221% 78 76 Total room load 0 0 459 418 Air required (dm) 0 0 22 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgf+tisott- 2018-Mar-221028A6 iCZ.`w •'" ' Rgt+Sute9Uriversal201818.0.11 RSU16877 Page EMP PRINT1Lat 210 Margate IIA RHG Sad - Ertp Calc - MA House faces: E wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By. MC/t.M/BP/MC 7225 Sandscove Court, Sum 1, Winter Parir, R. 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web, wKOreStopCoolirgcom License: CAC032444 1 Room name DROP FOY 2 Etposed wall 0 8 65 8 3 Room height 93 B heatbool 93 B heatAxiol 4 5 Room dimensions Room area 1.0 x 363 it 363 tF 1.0 x 1008 B 1008 fF Ty Construction number U-value Btuh4P-n Or HTM B Area (Ili or perimeter (it) Load Btuh) Area (" or perimeter (it) Load Btuh) Heat Cool Gross NAS Heat Cool Gross NP S Heat I Cool 6 11 V+l I-1C 13AAocs 4AS-2om 4135-21n 13A-flocs 4A5-2om 0.143 0550 0540 0.143 0540 no ne ne se so 3.40 13A9 1285 3.40 12.85 285 22.45 24D7 2.85 14.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 9 0 0 0 27 9 0 0 0 92 120 0 0 0 77 138 4A5-26m 4A5-20m 11D0• • 0550 0550 03W se se se 13D9 13.09 928 2234 13.17 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 24 0 0 223 0 0 292 VjI L--G 13A-40cs 4A5.2om 0.143 0550 sw s+v 3.40 13.09 285 2234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A41ocs 4AS2om 4AS2omd 0.143 0550 0580 rtw nw r1w 3.40 13.09 1380 285 22.45 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw OD91 2.17 1.48 37 19 42 29 98 98 211 144 L—D 11 DO 168.30ad 0390 0.032 n 928 0.76 12.15 1.75 18 36 18 36 166 28 217 63 0 101 0 101 0 77 0 176C F 22A- pm 1.180 28.08 ODO 36 0 0 0 101 7 183 0 6 c) AED excursion 12 35 Envelope low/On 235 297 906 792 12 a) Nitration b) Room ventilation 0 0 0 0 78 0 31 0 13 Internal gains Omupanis@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 in 13) MS 297 SIM 824 Less warned load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 235 297 984 824 14 subtotal 0 0 0 0 15 Duo loads 20Yo 22Yo 0 0 20Ye 22% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A 'la=- 2018-Mar-221028:46 Right-Sute®Universal 201818.011 RSU16877 Page EMP PRWi1Lot 210 Margate IIA RHG Stuff - E.np Calc- MJB House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Margate II ARHG Stud Date: 02/27/2018 By: MC/LM/BP/MC 7225 Sandsoove Coot Sute 1. Wirer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web- waw0rieStopCoohrg.aom License: CAC032444 1 Room name Study LAUN 2 F osed wall 31.0 8 6A 8 3 Room height 9.3 It heaVmol 93 8 heaMmol 4 5 Room dimensions Room area 14S x 115 It 166A F 11.0 x 6A R 66.0 IF Ty Construoion number U-value BWMP'F) Or HTM BUK" Area (W) or perimeter (I) Load BWh) Area (re) or perimeter (f) Load BUh) Heat Cool Gross NrP/S Heat Cod Gross NIPS Heat Cod 6 13A-40ts 4A5.2om 485-21m 0.143 0550 0540 no no no 3.40 13.09 12.85 2.85 22.45 24A1 47 0 0 47 0 0 158 0 0 133 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ors 4A5-2om 0.143 05C se se 3.40 12.85 2.85 14.73 135 0 102 0 348 0 291 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om 11 DO 0550 0550 0390 so se se 13.09 13.09 928 22.34 13.17 12.15 16 16 0 1 16 0 214 214 0 365 215 0 0 0 0 0 0 0 0 0 0 0 0 0 yl l--G 13A-0ocs 4A5-2om 0.143 OS50 sw suv 3.40 13.09 2.85 2234 107 0 107 0 364 0 305 0 56 0 56 0 190 0 159 0 13A-40rs 4A5.2om 4A5-2omd 0.143 0550 OS80 nw rtw nw 3.40 13.09 13.80 2.85 22AS 2724 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw OD91 2.17 1.48 0 0 0 0 0 0 0 0 L-D 11 DO. 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 167 167 127 292 66 66 50 115 F 22A<pm 1.180 28.08 0.00 167 31 871 0 66 6 169 0 6 c) AED exausbn 9 32 Envelope loss/gain 2295 1592 409 242 12 a) trfiltrabon 373 149 72 29 b) Room%erdlaoon 0 0 0 0 13 htemal gains Oowparlts@ 230 1 230 0 0 Appliarloes/otrler 0 500 Subtotal (lines 6 to 13) 2669 1970 481 771 Less exlemal load . 0 0 0 0 Lesstransler' 0 0 0 0 Redistribubon 364 305 128 107 14 Subtotal 3033 2276 609 878 15 Dud bads 20% 221% 621 504 20% 220/6 125 194 Total room bad 3654 27791 733 1072 Air required (dm) 1 1 173 1201 1 1 35 46 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A } e- wrigf o T!- 2018-Mar-221028:46 RipFtSW961.l iversal2018 18.0.11 RSU16877 Page 10 EMP PRN TY-ot 210•Margate IIA RHG Stud - E.rtp Calc- M18 Home faces: E Static Pressure and Friction Rate Job: Margate II ARHG Stud wrightsoft' Date: 02/2V2018 Entire House By. MC/LNVBP/MC One Stop Cooling and Heating 7225 Sardsoove Coin Sate 1. W irwr Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629.9307 Web: wwk0neStopCoolug aom License: CAG032444 iwrojeci intormation For: Park Square Homes FL Available Static Pressure 11 0 .. in H2(5) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 9 0 Measured length of trunk 25 0 Equivalent length of fittings 125 0 Total length. 160 0 Total effective length 160 Friction Heating Cooling in/100ft) in/100ft) Supply Duds 0.213 > 0.18 0.213 > 0.18 Return Duds 0.213 > 0.18 0.213 > 0.18 Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G--5,11 G--5,11 A=20,1 A=35,11 Gam: Total EL=125 Return TotalEL=O wrightsoft• FLgtt-Sute®Universal 201818.0.11 RSU16877 ACCK ._EMP PRINT%Lot 210 Margate IIA RHG Sod - E.np Cale - MA Hotse faces• E 2018-Mar-221028:47 Page 1 wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating Job: Margate It ARHG Stud Date: 02/27/2018 By. MC/t.M/BP/MC 7225 Saniscove Cout Sute 1, Wirer Park F132792 Phore (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStapCoolirg oom License: CA0032444 iiivroject intormation For: Park Square Homes FL External static pressure Pressurelosses Available static pressure. Supply / return available pressure Lowest friction rate Actual air flow Total effective length (l-EL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.213 in/100ft 953 cfm 160 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.213 in/100ft 953 drn Name Design Btuh) Htg dm) Clg cfm) Design FIR Diam in) H x W in) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 2036 96 86 0.282 6.0 Ox 0 VIFx 15.4 105.0 SO BEDS h 1433 68 64 0.298 6.0 Ox 0 VIFx 14.1 100.0 SO BTH2 c 137 3 6 0.408 4.0 Ox 0 VIFx 8.4 75.0 CAFE c 1733 62 75 0.386 5.0 Ox 0 VIFx 18.2 70.0 FAM c 5402 186 233 0.345 8.0 Ox0 VIFx 23.5 75.0 Krr c 2510 68 108 OA20 6.0 Ox 0 VIFx 11.0 70.0 LAUN c 1072 35 46 0.342 4.0 Ox 0 VIFx 19.5 80.0 MBED c 3000 125 130 0.233 7.0 Ox 0 VIFx 31.0 115.0 St2 Men+ h 930 44 29 0.220 4.0 Ox 0 VIFx 29.7 125.0 st2 MWC h 320 15 7 0.225 4.0 Ox 0 VIFx 30.9 120.0 st2 MWIC1 h 1116 53 23 0.213 4.0 Ox0 VIFx 34.9 125.0 st2 MIDI IC2 c 107 2 5 0.231 4.0 Ox 0 VI Fx 32.2 115.0 st2 PAN h 459 22 18 0.407 4.0 Ox 0 VIFx 13.6 70.0 Stay h 3654 173 120 0.313 7.0 Ox 0 VIFx 23.6 85.0 WIC3 c 49 1 2 0.288 4.0 Ox 0 VIFx 18.2 100.0 SO Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type Cfm) cfm) FR fpm) in) in) Material Trunk st2 PeakAVF 240 194 0.213 542 9.0 0 x 0 VinlFlx SO st1 PeakAVF 405 346 0.213 742 10.0 0 x 0 VinlFlx wrightsoft• 2018-Mar-22 1028:47 RigFr Sute®Unversa12018 18.0.11 RSUt6877 Pa e 1 AOCK EMP PRINrLot 210 Margate IIA RHG Sad - EAp Cale- MJ8 Hotae faces, E Return Branch Detail Table Name Grille. Size (in) Htg cfm) Clg Ctm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx wrightsoft• Right-Sute®uriversal201818.0.11 RSUt6877 AC0% ._EMP PRIM1Lot 210 Margate IIA RHG Sad - Enp Calc- MJ8 Horse tapes: E 2018-Mar-22 1028:47 Page 2 DV VT Job #: Margate II A RHG Stud Performed by MC/LMBP/MC for: Park Square Homes Level 1 One Stop Cooling and Heating 7225 Sandsoove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www OneStopCooling.com EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Ventto Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate aermostat 1 H T SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Scale:1 : 75 Page 1 Right Suite® Universal 2018 18.0.11 RSU25029 2018-Feb-27113039 i KtLuKu %-vr i DESCRIPTION AS FURNISHED: Lot 210, WYNDHAM PRESERVE; as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 190 0 W LOT 209 C.0 O W N 3P18- Uo28 C NIN • DATC J1 31 8 Ok to construct single family home with setbacks and impervious area shown on plan. y3 . y'a nP• Ic1 b to V%r?3a.#V_ i t - A 1 I 1 I 10.00' 10.00' LOT 189 LOT 188 I S 00016'57" E i 0 60.00' LANAI I I 25.00' 25.00' LOT 210 10.00' PROPOSED RESIDENCE W 1966 MARGATE 11 - A LOT 211GARAGERIGHT W O C4 a AIC 5.3' 6.33' 10.00' I I30.33' 30. WA DRNEJ3' 25.0 ' 25.00' 110. U1IL ESMT 5' WALKZ_ CURB SETBACKS AS FURNISHED S 00016 57 E FRONT 25'(•) 60 REAR 20' SIDE a 5' (40' LOT) 7.5' (60' LOT) NIGHT HERON DRI VAT10' (75' LOT) SIDE STREET a 25' (60' QI 75' LOT) 50' PRIVATE ROAD) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED PLOT PLAN ONLYTO20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 6.900 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS G DRIVE 400/ 114- 514.* SQUARE FEET FOUNDATION/PAD 2,359 t SQUARE FEET PROPOSED DRAINAGE FLOW 9 WALKS 27/ 300- 327 t SQUARE FEET REAR PATIO 108 t SQUARE FEET LOT GRADING TYPE A O S00 3.9031246 4,149 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK N/A f SQUARE FEET PROPOSED F.F. PER PLANS a 24.8' Q NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD vERIFTED CRUSEXWYER-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND LL'GEO 5400 E. COLOMAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PAL • POINT ON LINE F . FIELD TIP. . TYPICAL IP. . IRON PIPE PRL - POINT OF REVQISC CURVATURE A IRON Rao P= POINT OF CO PORID CURVATURE Holm. 1. THE UNDERSIGNED DOES HEREBY COMFY TMAT THIS SURVEY MEETS THE STANOAROS OF PRACTICE SET FORM BY THE FLORIDA BOARD OF ICCA • CORCTE NOIPENT RAG • RADIAL PROFESSIONAL SLOWYM AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMWISTMINE COOS PURSUANT TO SECTION 472.027. FLORIDA STAKES SET UL . 112' IA •FBLB 43% NA . MN -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIONATURE AND ORIONN. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAL10. REC. • RECOVERED W.P.ESS M . • VITDR J. THIS SURVEY WAS PREPARED FROM ITTLE INFORMATION FURNISHED TO TWE SURVEYOR. THERE MAY BE ODIER RESTRICTIONS PIG - POINT OF BEGINNING CALL • CALWLATED Pat. . MINT OF CO HENCEPIM IAA . PCRNANENr REN'ERENCE N M`1W OR EASEMENTS 1HAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND B/PROKUDn HAVE BEER LOCATED UNLESS OFNERWISE SHOWN. A • CENTERL06 FI. . FIIaSNEO FLOOR ELEVATION NLD . NAIL L DISK BSI. • BUILDING SETDMX LINE S. IM SUMiY IS PREPARED FOR THE SOLE MUTT OF THOSE COMM TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. BA BENCHNAR/V RIGHT-CF-VAT RK BALE A DIMENSIONS SHOWN FOR THE LOCATION OF IMPRDYEMFMS HEREON SHOD" NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSNT. MOMENT u. BCARDNG 7. 8E4MHOS, ARE PAS[D ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BGNNO (AB.) ORALA DRAINAGE A ELEVATIONS. IF L40W ARE BASED ON NATIONAL GEODETIC VERTICAL 0471lM OF 1022. UNLESS OTHERWISE NOTED. UTIL • UTILICHAIN LINK FENSECLIC. CHAIN 9. CER1MTE OF AUDIOOZATION Ma A5BA VDFC. • VMS FENCE CFB • C. "S It SLOCK SCALE I-- 1' 20 --+ DRAWN BY: ••• • Pt. MINT OF CWVATIRK P.T. • MINT OF TANGENCY CERTIFlED BY. • DAZE ORDER N0. pDest . RAIIPT10N PLOT PLANS 013-13-2018 1310-18 L . ARC LENGTH D DELTA C1 01CABEARING NORTH THIS BUILDINC\PROPERTY DOES NOT UE WITHIN 40PRUSEiNTAI MEESTABLISHED100YEARFLOODPLANEASPERFIRM' R. / 4 Is ZONE X. MAP / 12117CODOO F (09-28-07) LS / 480I r iviiauiC: rtftct a5luHtcr; MHKliE1'1'r; 11 1,966SF.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 Lighting Summary Standard 5,589 5,589 Optional 10,398 5,589 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 81-000 4,480 Dryers Dryer No. No? Nameplate Line Neutral i i 5000 SANFORD20 3 0 bryer Summary Standard 5,000 3,500 Optional 5,000 3,500 ##.1 8 - 1 6 28 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200MICRO1112012001,200 1,200 wH 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Fine is Std Only; Neutral for Both Maximum Phase Amps Volts' 1 22 240 Meat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total = 43,509 15,819 Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 Optional - - Line Neutral Total Total = 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD COPY RE: PKS1966A - Park Sq Hms/Margate II 1966A MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: PKS1966A Model: MARGATE Ia FAL 33610-4115 Lot/Block: 210 Subdivision: WYNDHAM PRESERVE 60 Address: 3837 NIGHT HERON DR. 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: FBC2017ITP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf . Floor Load: N/A psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# ITruss Name I Date _ No. I Seal# ITruss Name Date 1 T13324738 Al 2/23/18 12 T13324749 Al2 2/23/18 12 I T13324739 I A2 12/23/18 113 I T13324750 I A13 12/23/18 1 13 I T13324740 I A3 12/23/18 114 I T13324751 I A14 12/23/18 I 14 I T 13324741 I A4 12/23/18 115 I T13324752 I A15 12/23/18 1 15 IT13324742 JA5 12/23/18 116 IT13324753IB1 12/23/18 I 16 I T 13324743 I A6 12/23/18 117 I T13324754 I B2 12/23/18 I 7 IT13324744 IA7 2/23/18 118 IT13324755 IC1 2/23/18 8 I T 13324745 I A8 12/23/18 119 I T13324756 I C2 12/23/18 I 19 IT13314746 IA9 12/23/18 120 I T13324757 I C3 12/23/18 I 110 I T13324747 I A10 12/23/18 121 1 T13324758 1 CJ 1 12/23/18 I I11 IT133247481A11 12/23/18 122 IT133247591CJ1A 12/23/18 I This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this ment are not considered signed and sealed and the signature must be verified on any electronic copies DING 0 O The truss drawin ed above have been prepared by MiTek Al// USA, Inc. under my trect supervision based on the parameters 0` P provided by Mid -Florida Lumber Acquisitions, Inc.. :`,`.j••GE NS.;9if, 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/rPl 1, Chapter 2. No 39380 rr j O'.. STATE OF .:k/ ItilONAL J/1111110 04 Thomas A AlbaN PE No.393110 Welt USA, Inc FL Cert 6W 6W Parke Eml 0Wd Tampa FL 33610 pate: February 23,2018 Albani, Thomas 1 of 2 RE: PKS1966A - Park Sq Hms/Margate II 1966A Site Information: Customer Info: PARK SQUARE HMS Project Name: PKS1966A Model: MARGATE II 1966-A Lot/Block: 210 Subdivision: WYNDHAM PRESERVE 60 Address: 3837 NIGHT HERON DR. City: SANFORD State: FLORIDA INo. Seal# Tr'uss Name Date 23 IT13324760 ICJ3 2/23/18 124 IT13324761 I CJ3A 12/23/18 I 25 IT13324762 1CJ5 2/23/18 26 IT13324763 ID1 12/23/18 27 IT13324764 IFT1 2/23/18 128 IT13324765 I J5 12/23/18 I 129 IT13324766 1 J6 12/23/18 130 IT13324767 I J7 12/23/18 J 131 IT13324768 1 KJ5 12/23/18 I 132 IT13324769 I KJ7 12/23/18 I 2 of 2 Job Truss puss Type Oty Ply Park Sq Hms/Margate II 1966A I T13324738IPKS1966AAlMOO.OUEEN 10 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 12.45.03 2018 Page 1 ID:fOY6XuKAOXIhl4k2ucB6kBy3q_snWJnlpehTUkpLWg2nu37OKB2gvbVNAcaO2grN_ziFXE 7bd 13-9.2 20-0-0 26.2-14 32-5.12 40.0-0 1 0-0 7ird 6-2-14 S-2.14 6-2-14 6.2.14 7$4 -0-0 3x8 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 3x4 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Exeept- 1-3,7-9: 2x4 SP No.t BOT CHORD 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=166010.7-8, 8=166010.7-8 Max Horz 2=201(LC 10) Max Uplift 2=302(LC 12), 8=302(LC 12) 5x5 = Sx8 = 3x4 = Scale - 1.70.0 3x6 = CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.83 Vert(LL) 032 10-11 >999 240 MT20 244/190 BC 0.91 Vert(CT) 0.58 10-11 >830 180 WB 0.76 Horz(CT) 0.13 8 n/a n/a Matrix - MS Weight: 206 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2990/854, 3.4=2790/853, 4-5=1897/669, 5-6=1897/669, 6-7-2790/853. 7- 8=2990/854- BOT CHORD 2-12=-64912749, 11-12=-454/2205, 10.11-464/2102, 8-10=654/2620 WEBS 5-11=39311334, 6-11=765/315, 6.10 =156r705, 7-10=3961223. 4-11=7651315, 4-12=1SW705, 3- 12-3961223 NOTES- (6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2pst; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14)-0 to 2-00, Intenor(1) 2-0-0 to 20.0-0. Exterior(2) 20-0-0 to 23-0-0 zone; C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - I0.0psf. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (it=1b) 2=302,8=302. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. M it This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 Welk USA, Inc. FL Can NU 62U Parka East 81rd. Tampa FL 33610 Data: February 23,2018 Q wARMNo • verity design panmetrs and READ NorES ON THIS AND INCLUDED MTEK REFERENCE PACE MI.7472 rev 1600t/2015 BEFORE USE Design valid for use only with Mrrekte connectom This design Is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Ongoing design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Ml lek- is always required forstab0ryandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guldanu regarding the fabrication, storage, delivery, emyion and bracing of trusses and truss systems, see ANSVrPN Quality Criteria, OSS49 and BCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Las Street, Suite 312. Alexandria, VA 22314. Tampa, FL 3111810 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A T13324739 PKS1966A A2 HIP 1 1 o t' Mid-Flonda Lumber, Bartow, FL. a.130 s Sep 15 2017 MTek IndusUlea, Inc. Fri Feb 23 12:45:15 2018 Page 1 ID.rffnwM3Wg7GifrcOMh42Dxyq_6K-Rq 1 JpwnDeAE6nMaMTMHxvsggwli 1 WhkPAvaOklziFX2 6 8 5 6.1-13 6-1-13 2-0-0 6.1-13 6-1-13 6-8-5 1-04 SX5 o Seale = 1.72.1 6.00 12 5x5 = 5 6 14 " 12 3x4 = 4x6 = 3x4 = 3x6 = 16 = 3x4 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in floc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.35 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 061 14-15 788 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.37 Horz(CT) 0.13 9 n/a nla BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( Iblsize) 921660/0.7-8, 2=1660/0.7-8 Max Harz 2=192(LC11) Max Uplift 9=302(LC 12), 2=302(LC 12) PLATES GRIP MT20 244/190 Weight: 216 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 2-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 1 Row at micipt 4-14. 7-12 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3037/910, 3-4=2781/871, 4.5=1970/725, 5-6=1686/691, 6-7=1970r125, 7- 8=2781/871, 8-9=3037/910 BOT CHORD 2-15-712/2758, 14-15=529/2248, 12-14-311/1714, 11-12 =538/2184, 9-11-721/2671 WEBS 3-15-375/210, 4-15=106/615, 4-14-7741326. 5-14=208/637, 6-12-208/637. 7- 12-7741326, 7-11=106/615, 8-11-375/210 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind ASCE 7-10; Vu0=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft: B=45ft. L=24ft; eave=5ft; Cat. 11, Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24)-0. Intenor(1) 2-0-0 to 19-0-0, Exterior(2) 19.0-0 to 21- 0-0, Interior(1) 2S-2-15 to 414-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 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-" tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCOL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjt=lb) 9= 302,2=302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.38 0 ATtk USA, Inc. FL Celt 6634 6204 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARMNO • Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7473 niv ILWWdf S BEFORE USE. Design valid for use only With MReti® connector$ This design is based only upon parameters Shown, and Is for an indmdual building component, not Nil atrusssystem. Before use, the building designer must verily the applicabilityof design parameters and properly Incorporate this design into the overall budding design. Braaiq indicted It to prevent buckling of iridMaual true wee grantor Shad members only. Additional temporary and permanentbrarmp MiTek' isalwaysnqulredforstabilityandtopreLardcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrkalan, storage, delfiery; aredion and bracing of trusses and truss systems, ace ANSVrP11 Gustily Criteria, 03642 and BCSI Building Component 6904 Parke East Blvd. Safety Information ava4ble from Truss Plate Institute, 216 N Lae Street. Suite 312. Alekandris, VA 22314. Tamps. FL 361110 Job Truss Truss Type Qy Ply Park Sq Hms/Margate II 1966A T13324740lJobPKS1966AA3HIP11 Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:15 2018 Page 1 ID:rfhtwM3Wg7GiheOMh4ZDxyq_6K-vObh 1 GorPUNyPW9Y I4oAS4DrF80iF t IYPZKyGtatFX 1 8-0 5 11$3 17-0-0 234-0 28513 33 11-11 40-0-0 1 6-05 5S13 5.5.13 6-0.0 5S13 5S13 805 -0-0 Scale - 1.69.7 6.00 t 2 Sx5 = US = 5 24 25 6 14 ,.. 12 .._ _. .. 3x4 = US = 34 = 3x4 = 3x4 = 3x6 3x6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS1. TC 0.60 BC 0.96 WB 0.83 Matnx-MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (lot:) Udell L/d 0.25 14-15 >999 240 0.49 11-12 >970 180 OAS 9 nla n/a PLATES GRIP MT20 2441190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.2 0o puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6.14 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Harz 2=173(Lc 11) Max Uplift 2=302(1-C 12), 9=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3078/948, 3-4=2851/917, 4-5=2135f780, 5.6=1847/755, 6-7=2135/780. 7-8-2856/917, 8-9=3078/948 BOT CHORD 2-15=760/2806, 14-15=-601/2363. 12-14G411/1872, 11-12=610/2284. 9-11=769/2712 WEBS 3-15-335/186, 4-15=-94/525. 4-14=666/287, 5-14=1681637. 6-12=163/704, 7-12"66/287, 7-11-94/524. 8-11=335/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, eave=5ft; Cat. II: Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0.0, Exterior(2) 17-0-0 to 27-2-15, Interior(1) 27-2-15 to 41-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide This item has beenwillfitbetweenthebottomchordandanyothermembers, with BCDL - IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) electronically signed and 2=302, 9=302. sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 MiTek USA, Ina FL Celt U34 6204 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 0 WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE e014472 ew. faA2/ M BEFORE USE Design valid for use only with Mrreldli connectors. This design a 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 Oudoing design. Bracing indicated Is to prevent budding of rndMdual truss web andfor Chord members only Adddonal temporary and permanent bracing MiTek' rs always required fat 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. sea ANSVrPl1 Owilty, Criteria, OSBAS and SCSI Building Component 6904 Parka East Blvd. Safety information available room Truss Plate Insid ts. 218 N. Lea Street. Subs 312. Alexandria. VA 22314. Tamps. FL 36810 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A I T13324741IPKS1966AA4HIP11 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries ID:rffnwM3Wg7GihcOMM2D>lyq_6K-rPjS Sxg6k 5 4S 10.23 1 &0-0 20-0-0 25-0 0 29 9 13 34 7.1 00 5 5 4913 4913 5-0-0 5-00 4913 4913 5xS = 1.Sx4 11 Sx5 5 23 6 24 7 Inc. Fri Feb 23 12:45:18 2018 Paae 1 Scale - 1.68.8 14 zt ze 13 ze w 12 3x8 = 3x8 = 5x8 = 3x8 = 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TOLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.34 13-14 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Ven(CT) 0.59 13-14 808 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS PLATES GRIP MT20 2441190 Weiaht: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0.7-8, 10=1660/0-7-8 Max Harz 2=153(LC 11) Max Uplift 2=302(LC 12), 10=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3102/984, 3-4=2809/900, 4-5=2835/1022, 6-6=22031826, 6.7=2203/826, 7-8=283611022, 8-9-2809/900, 9-10=3103/984 BOT CHORD 2-14=798/2852, .13.14=-480/2076, 12-13=489/2008, 10-12=-80712737 WEBS 3-14-3631187. 4-14-308/231. 5-14-301/879, S-13=94/482, 6-13-336/178, 7-13=-941482, 7-12=3011879. 8-12=308/231, 9-12=3631187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.0psf; h-15ft: B-4Srt; L=24ft; eave=5ft; Cat. II: Exp B: Encl., GCpi=0.18: MWFRS (directional] and C-C Exterior(2) -1-" to 2-0-0. Intenor(1) 2-0-0 to 15-". Exterior(2) 1 S-0-0 to 29-2-15, Interior(1) 29.2-15 to 41-0-0 zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 This item has beenwillfitbetweenthebottomchordandanyothermembers, with BCDL = IO.Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=1b) electronically signed and 2=302, 10=302, sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39360 MiiTak USA, Inc. FL Cad UU 690a Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNING • Verify dssfgn petaineters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114172 rev. t aiO3/2015 BEFORE USE Design valid for use only with Mlrekm connectors. This design Is based only upon parameters shown, and is fin an Individual building component, not• a truss "am Before use, the buadmg designer must vatxy the appikabikty, of design parameters and properly incorporate this design Into the overall buildup design. Bracing Indicated IS to prevent buckling of individual truss web and/or Uard members any. Additional temporary and permanent bracing MTek' Is always required W stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication• conga; dawary. erection and bracing of trusses and truss systems, sea ANSUTPIt Quality Crkarla, OSSaa and SCSI Building Component SSW Parke East Blvd. Safety Information avaaabfe train Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 361110 Job Truss rues Type oty Ply Park Sq Hms/Margate 11 1966A T13324742 PKS1966A AS HIP 1 1 job Reference (ontionall Mid•Flonda Lumber. Bartow. FL. a iau s veep IS 20 i I Mr i ex mciuwres, inc. rn reu ca i&Aa.au Au re rape r 10:rffnwM3Wg9GIfrcOMh4ZDxyq BK-ongCtdrMT$Ot7TJGvl6cwOVMmozBu78KBISOVzIFWz 1 6.9.4 13-04 20-0-0 27-04 33.2-12 40-0-0 1 6.2.12 7.0-0 7-0-0 6-2-112 8.9-4 -0-0 Scale - 1.68.9 5x8 = 1.Sx4 II 5x8 = 4 23 24 5 25 26 6 14 13 " 12 "" 11 10 3x6 1.Sx4 II 3x4 = 5x8 = 3x4 = t.Sx4 II 34 LOADING (pan SPACING- 2-0.0 CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.20 12 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 SC 0.81 Vert(CT) -0.42 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 8 Na n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6.10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2-134(LC 10) Max Uplift 2-302(LC 12), 8=302(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3097/985, 3.4=25061866, 4-5=2493/928, 5.6=24931928, 6-7-25061866, 7-8-30971985 BOT CHORD 2-14=790/2705, 13-14=790/2705, 12-13=552/2172, 11-12-560/2166, 10.11=799/2705, 8-10 =799/2705 WEBS 3-14=0/269. 3-13r-625/272, 4-13=-89/491, 4-12=170/578, 5.12=-481/246, 6-12-170/578, 6-11=-891492, 7-11=625/272, 7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design., 2) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft: 8=45ft; L=24ft; eave=5ft: Cat. 11; Exp 8; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Intenor(1) 2-0-0 to 13-0-0. Exterior(2) 13-0-0to 31- 2-15. Intenor(1) 31-2.15 to 41-0.0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = tO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 302, 8=302. QWARMNO • Varrly d"I'Driparametersand READ NOTES ON neS AND INCLUDED MITEK REFERENCE PAGE Ma-)1)1 rev. 1d03,70t a BEFORE USE. Design valid tar use only with Mr1ek® eonnedon This design is eased only upon parameters shown, and Is for an Individual building componam, not a truss System. Before use, the buildup designer must venty the applkablldy of design parameters and property inurporate this design We the overall building design Bracing indicated Wto prevent Welding of individual truss web andfor chord members only. Additional temporary and permanent bracing Is &We" required for stability and to prevent Coaapsa with possible personal injury and property damage. For general gul0anee regarding the fabrication, storage, dellwy, ~ion and bracing at trusses and wss systems. Ies ANSVrW1 Ousltry Criteria, OSSAS and BCSI Building Component Safety Information available from Trust Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. M e 1$ This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 Abiak USA, Ina FL Cart 6M 69t11 Parke East Blvd. Tampa FL 33610 Date: February 23, 2018 MiTek' 904 Parke East Blvd Tamps. FL 36610 Job Truss Type Oty Py Park Sq Hms/Margate II 1966AT13324743 Hrip" PKS1966A A6 1 1all Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12.45:21 2018 Page 1 6.0-0 6-0-0 - 6-0-0 5.2-12 5.94 Scale - 1.68.9 Sx5 = 3x4 = 3x4 = Sx5 4 24 25 5 6 26 27 7 15 14 12 11 3x6 = 1.Sx4 II 3x8 = Sits 3x8 = 1.Sx4 II 3,6 I I 11.0.0 I 20-0-0 29-0-0 34-2-12 40.&0tmS•2-12 94-0 9.041 6.2-12 S-94 Plate Offsets (X.Yt- 14:0.2-8.0.241. 17'0-2-8.0.2-41.113:0-3-0.Edgel LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deO L/d TCLL 20.0 Plate Grip DOL 1.25 Tc 0.48 Vert(LL) 0.24 12-13 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.53 13.14 909 180 BCLL 0.0 ' Rep Stress Inca YES WB 0.98 Horz(CT) OAS 9 n/a n/a SCOL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 208 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc puffins. BOT CHORD 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1660/0-7-8, 9=1660/0-7-8 Max Harz 2-115(LC 11) Max Uplift 2=302(LC 12). 9=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3135/1016. 34=26681912, 4-5=-2339/872, 5-6=288411014. 6-7-2339/872. 7-8-26681912, 8-9=3135/1016 BOT CHORD 2- 15=-827/2747. 14-15=827/2747, 13.14-789/2834, 12-13-793/2834. 11-12=-835/2747, 9-11=-835/ 2747 WEBS 3.14= 493/237, 4-14=231/856, 5-14=776/262, 6-12=776/262. 7-12=231/856. 8-12=4931237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph: TCDL=4.2psf: BCDL=3.Opsf: h=15ft: 6=458: L-24ft: eave=Sff: Cat. II: Exp 8: Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 11-". Extenor(2) 11-0-0 to 33.2-15, Interiof(1) 33-2-16 to 41-0-0 zone:C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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 24-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except (jt=lb) 2-302. 9= 302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coies. Thomas A Albani PE No.39 Mrrak USA, Inc FL Cent 6634 6904 Parks East Blvd Tampa FL 33610 Oats: February 23, 2018 O WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED afrTEK REFERENCE PAGE MII.7472 rev. 1e/02,70rS BEFORE USE Design valid tar use only with MRak® connectors. This design is bused only upon parameters shown, and Is lot an individual building Component. Trot• a thus system. Baloro use, the buitding designer must venty mruditry e opplof design parameter* and propertymeorporam this design into the overall building design. Bradng Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and pamunent brsdng M ITek- b always rsgutred tar stability, and to prevent coCapsa with possible personal injury and property damage For general guidance regarding the rsbdeatdn, storage, dNHary. erection and bradng of trusses and truss systama, aft ANSIRPIt Quality Criteria. OSBAS and SCSI Building component 6204 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandna. VA 22314. Tampa. FL 38610 Job Truss Truss Type Oty Ply Park Sq Hms/Margete 11 1966A T13324744 PKS1966A A7 HIP 1 1 all Mid•Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek Industries. Inc. Fri Feb 23 12 45:22 2018 Page 1 ID:rf hr vM3Wq7GitrcOMh4ZDxyq_6K-kAyyHJtc9K767RdiNKvaiLTpIZ4WorOnVnGTOziF Wx 1 4-9l 9-0-0 16-4-9 2 :7-7 31-0-0 35 2-12 40-0-0 1 0-0 4.9 4-2-12 7-4-9 7-2-13 7.4-9 4 2.12 4 94 5x8 3x4 = 3x8 = 1.5x4 II 8 00 12 4 24 2526 5 6 7 27 28 29 5xa = Scale = 1:68.8 t.Sx4 91' 3 SX4 9 23 2 30 0 18 15 14 13 12 3xB = 3x4 = 3x4 = US = 3x10 = 3x4 = t1 t V 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.27 13-15 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.58 13-15 >830 180 BCLL 0.0 Rep Stress Inv YES WB 0.54 Horz(CT) 0.18 10 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matnx-MS Weight: 202 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except* TOP CHORD Structural wood sheathing direly applied. 6-8,4-6: 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5.13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=166010-7-8, 10=166010-7-8 Max Horz 2-96(LC 10) Max Uplift 2=302(LC 12), 10=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-312111065. 3.4=28391957, 4-5=-3467/1203, 5-7-346811203. 7-8=3468/1203, 8-9-28391957, 9-10=312111065 BOT CHORD 2-16=879/2762, 15.16=692/2495, 13-15=995/3467, 12-13=70012495, 10-12=-886/2762 WEBS 3.16-316/ 211, 4-162-48/414. 4-15-390/1225, 5.15=505/248, 7-13-466/245, 8-13-39011226, 8- 12- 48/414, 9-12=316/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7- 10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf, BCDL=3.Opsf; h=15ft; B-45ft. L=24ft; eave=5ft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0to 9-0-0, Exterior(2) 9-0-0,to 35-4-11, Interior( 1) 35-4-11 to 41-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load noncencurrent 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 100 lb uplift at joint(s) except (it=lb) 2=302,10=302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39360 MlTak USA, Inc. FL Cart 6631 6904 Parke East Bhd Tampa FL 33610 Date: February 23,2018 QWARNINO • Varlly das/gn parsotersrsaril READ NOTES ON TIM AND INCLUDED AOTEK REFERENCE PAGE A04472 ray. 1011134015 BEFORE USE. Design valid tar use Only wet Mrrakm cannedors. This design Is based only upon parameters shown. and V for an individual budding Component. not a truss "am. Before we, me building designer mull vent' me appIrAbWty of design parameters and property Incorporate Ws design ddo the overall birlfomg design arating indicated is to prevent buckling of Individual truss web and/or there members only. AddWonal temporary and permanent orating M iTek- Is always required for stability andtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabnmion, storage• delivery, erection and brating of truss*& and trust systems• ate ANSVTPI1 Quality Criteria, OSSIM and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Trust PWe Imoduta• 216 N. Lee Street. Sun* 312, Alaundna• VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sit Hms/Margate 11 1966A T13324745IPKS1966AASHIP1A Job Reference lootionall Mia-Flonda Lumoer, Bartow. FL. 9.13D s sep 15 zorr estlek industries, Inc. Fn Feb z3 1z:45:24 2018 Page 1 ID:rFfnwM3Wg9GIf QMh4ZDriq_6K-gZ4ji7usV4xNgMkm5Vix2nmY9aNp87fajFpGNXGziFWv 3 9 4 7-0 0 13$14 20-0-0 28 1 3344 36 2-12 40-0-0 1 3 94 3 2-12 8$14 6.5.2 t8S2 6$14 3 2-12 3-94 -0-0 Scale - 1.68 9 sx' 3x8 = 1.Sx4 II 3x8 = 3x8 = e ..., f I Sx5 = 17 37 38 16 39 40 41 42 15 43 44 4S 74 46 47 48 13 3x6 = 3x8 = 1.Sx4 II Sx8 = 1.Sx4 II 3x8 3x8 = i 7-0 D i 1381d 20.0-0 i 28 5 2 33-0-0 ( 40-0.6 7-0-0 !$ 6.5-2 &5.2 6ts14 7.0-0 Plate Offsets (X.Y>- 14:0-2-8.0-2-41, Ig:-2-8.0-2-41. (15:0.4-o.0-3-a1 LOADING (pill) SPACING- 243-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.39 15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.79 14-15 607 ISO BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.20 11 Me nla BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2964/0-7-8, 11 =29641041-0 Max Horz 2=77(LC 6) Max Uplift 2=759(LC 8). 11=760(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6004/1534, 3.4=5852/1521, 4-5=5303/1403, 5-6-882512310. 6.8=882512310, 8-9=5303/1404, 9.10=5853/1521, 10.11=-6005/1534 BOT CHORD 2-17-1307/5310, 16-17-1984n989, 15-16 =1984/7989, 14-15=1984/7990, 13-14=1984/7990, 11-13=1308I5311 WEBS 317-252/63, 4-17s422/2OS4, 5-17-3106/799, S-16-0/479, S-15=2371987, 6.15=-668/304, 8-IS-236/986,8-14=0/479, 8-13=-3107l799, 9-13=422/2054, 10-13=253/63 Weight: 404 lb FT = 20% Structural wood sheathing directly applied or 3.3-15 oc purllns. Rigid ceiling directly applied or 9-9.4 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. - 4) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf: BCDL-3.Opsf, h=15ft; 8=45ft, L=24ft: eave-Sfl: Cat. 11; Exp B: Encl.. GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It -lb) 2-759, 11=760., This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Thomas A. Albani PE No.39TO Wait USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33910 Oate: February 23,2018 0 wARNINO • Vainly design parametars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE e10-7473 •ay. I"WM1S BEFORE USE. Design valid for use only with MTelob connectors. This design is based only upon parameters shown, and Is for an rndrAdual building component, not a truss system. Before we, the building designer must vent' the applicability of design parameters and properly incorporate this design Alto the overall building design. Bracing indicated Is to prevent buckling of rndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, deuveryr erection and bracing of trustas and trust systems, sae ANSVrPH Quality Criteria, OSS49 and SCSI Building Component 6204 Parke Fast Blvd Safety IMermatlon evallable tram Ttuse Plate Instaule. 218 N Lea Street. Susie 312. Alessndna, VA 22314. Tampa, FL 36810 Job Truss Truss Type 0 Ply Park Sq Hms/Margate II 1968A T13324746 PKS1966A A8 HIP 1 optional) Mid•Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 Mi7ek industries, Inc. Fri Fen 23 12:45 24 2010 rage 2 ID:rFhiwM3Wq?GifmOMh4ZDxyq_6K-g24ji7usWnNgMkm5Vlx2nmY9aNpB7faiFpGNXGzi FV W NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 208 lb up at 7-0.0. 97 lb down and 106 Ili up at 9.0-12. 97 Ib down and 106 Ib up at 11.0-12. 97 lb down and 106 lb up at 13-0-12, 971b down and tO61b up at 15 12, 97 lb down and 106 Ib up at 17-0-12, 97 lb down and 106 lb up at 1940-12, 97 lb down and 106 lb up at 20-11-4. 97 lb down and 106 lb up at 22-11-4. 97 lb down and 106 lb up at 24-11-4. 97 lb down and 106 lb up at 26.11-4. 97 lb down and 106 lb up at 28-11-4, and 97 lb down and 106 lb up at 30-11-4. and 190 lb down and 208 lb up at 33-0-0 on top chord, and 334 lb down and 99 lb up at 7-0-0. 66 lb down at 9.0-12. 66 lb down at 1140.12, 66 lb down at 13.412. 66 lb down at 15 12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 20-11-4, 66 lb down at 22-11-4. 66 lb down at 24-11-4, 66 lb down at 2&11-4, 66 lb down at 28-11-4, and 66 lb down at 30-11-4, and 334 lb down and 99 lb up at 32-11-4 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Inerease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4--60, 4-9---60, 9-12-60, 18-21-20 Concentrated Loads (lb) Vert: 4-143(F) 7=97(F) 9-143(F) 17-334(F) 13-334(F) 24-97(F) 25 —97(F) 26-97(F) 28-97(F) 29 —97(F) 30-97(F) 31-97(F) 32-97(F) 34-97(F) 35-97(F) 36-97(F) 37-41(F) 38=-41(F) 39=-41(F) 40=41(F) 41=-41(F) 42=41(F) 43- 41(F) 44=-41(F) 45= 41(F) 46-41(F) 47=41(1`) 48=41(F) O WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE a0F7473 rev. IW10015 BEFORE USE. Design valid for use drily with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not a truss system. Before use, the budding designer must ve ft the appdrublldy of design parameters and property incorporate this design Into the *"ran budding design. among indicated is to buckling of Individual truss wee andbr chord members only. Additional temporary and permanent bracing MiTek' prewm 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 vunn and was systems, see ANSIRPH Quality Criteria, OSS28 and SCSI Building Component BOW Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Ln Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oy Park Sq Hms/Margate II 1966A 1PIy T13324746 IPKS1966AA9HIP11all Mia•Flonaa Lumber, Bartow, FL. a.130 s Sep 15 2017 MiTek Industries. Inc. Fit Feb 23 12:45 25 2018 Page 1 6-7-0 6-0-8 6-0.8 . 2-841 ' S-" 6-0-8 6.7-0 Sx5 = coo 12 5x8 = S 6 is co a 14 is 12 m ce it 3x8 3x4 = 4A = 3x4 = 3x6 3x8 = 3x4 i 1a.a.0 , I& , 304-12 40." 17-1 94-12 2 9-0.12 9.7-4 Plate Offsets /X.Y1- 14.0-2-9 0-&AI.r5:0-2-9.0-2-41.16:0-M 0-2-a1. 17:0.2-a 0.3-at LOADING (psf) SPACING- 2- O CSI. DEFL. in (loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ven(LL) -0.29 11-12 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.55 11-12 >872 180 BCLL 0.0 Rep Stress Inca YES WB 0.36 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1660/0-7-8.9=166010-7-8 Max Horz 2=189(LC 11) Max Uplift 2=302(LC 12). 9=302(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-30441919, 3-4=2793/881, 4-5=1997/733. 5-6=1713f707, 6-7=19961733. 7-8=2793/881, 8-9=30441919 BOT CHORD 2-15=722/2752. 14-15 =544/2256. 12-14=-334/1714, 11-12=553/2203. 9-11-73012678 WEBS 3-15=369/204, 4-15=-104/593, 4-14=749/316. 5-14=211/648, 6-12=189/675, 7-12=-7521316, 7-11=1041595, 8-11-368/204 Scale - 1.71.7 PLATES GRIP MT20 244/190 Weight: 229 lb FT = 20% Structural wood sheathing directly applied or 2-7-13 oc purlins. Rigid ceiling directly applied or 7-3-10 oc bracing. 1 Row at midpt 4-14, 6-14. 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasa=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; B=45ft; L=24ft: eave=5ft; Cat. 11, Exp B: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-8-0, Exterior(2) 1841-0 to 21-4-0, Interior(1) 25-6-15 to 41-0.0 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal 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 fa between the bottom chord and any other members, with SCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=302.9=302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.38 kliTak USA, Inc. FL can 6934 6904 Parke Ead Blvd. Tampa FL 33610 Dahl: February 23,2018 QWARMNO • Varary, tulgn paramatera and READ NOTES ON /Nf5 AND INCLUDED M/1EK REFERENCE PAGE 014172 rw. 1Ma11201 b BEFORE USE Design valid tar use only with MITek® connectom This design Is based only, upon parameters shown, and is for an individual building component. not a truss system Before use, the budding designer must veefy the applCobiley of design parameters and prop" incorporate this design into the overall buildup design. Bracing indicated is to prevent buckling of lndMdual true web andfor chord members only Additional temporary and permanent bracing M iTek' Is aMrsys r"ulred 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 wets& and truss systems, see ANSVTF41 Quality Criteria, OSS4e and SCSI Building Component 69W Parke East Blvd. Safety Information av&aable dom Truss Pine Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, Ft. 311610 Job Truss cuss Type Oy Ply Park Sq Hms/Margate II 1966A I T13324747 PKS1966A A10 HIP 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries. Inc. Fri Feb 23 12:45 04 2018 Page 1 ID:rFfrlwM3 Wg7G&cOMh4ZDxyq_6K-Git9 W 9fJEostzgFEKYeMzYllkJxMRbgneiOJrRziFXD 1 511-0 11-3 8 16-0 23 4-0 28$ 8 34 1-0 40 0 0 1 5114 548 5« 6-" 5.4.8 548 511-0 Sx5 = Sx8 = Scale e 189.6 ra co cn 14 12 • •• US3x4 = US = US 3x4 = 3x4 = US LOADING (psf) TCLL 20 0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.82 BC 0.93 WB 0.77 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deg L/d 0.23 14-15 >999 240 0.47 11-12 >999 180 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlms. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0.7-8 Max Horz 2=169(1-C 10) Max Uplift 2=302(LC 12), 9=302(LC 12) FORCES. (lb) - Max. CornpJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3084/953, 3-4=2862/922, 4-S-2164/789, 5-6=18761762, 6-7=2164/789, 7-8=2867/922, 8-9=308S/953 BOT CHORD 2-15=766/2808, 14-15=610/2376, 12-14- 424/1900, 11-12=619/2300, 9.11-775/2719 WEBS 3.15-329/183, 4-15=93/509, 4-14=645/281, S-14=159/630. 6-12=157/703, 7-12=-645/281, 7-11-931508. 8-11=329/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft: B=45ft: L=24ft: eave=5ft: Cat. II: Exp B: Encl.. GCpi=0.18: MWFRS (directional)'and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16.8-0, E:xtenor(2) 16-8-0 to 27-6.15, Interior(1) 27-6-15 to 41.0-0 zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24-0 wide This item has been will fit betweenthebottomchordandanyothermembers, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2=302, 9= 302. sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coies. Thomas A. Albani PE No.39 Wak USA, Inc. FL Can rt63/ 6934 Parks East Blvd. Tampa FL 33610 Date: February 23, 2018 O WARNING • Vadfy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE M&7472 rw. /41r01,20f S BEFORE USE Design valid for use only with Mfrekm connectors. This design Is based only upon parameters shown, and is far an IMrvldual building component, not a truss "am. Before use, the building designer must vartfy the appaubady of design parameters and property Incorporate this design into the overall budding design. Bracing indicated Is to prevent bucking of tncrvldual truss web andfor card members only, Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible persona Injury and property damage. For general guidance regarding the fabrication. storage. delivery, ancikm and bracing of W sta$ and truss Symms, see ANSVTMI Quality Croons. OSSM and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parka Fast Bald. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A I T13324748 PKS1966A All HIP 1 1 Job Ref Mid -Florida Lumber, Bartow, FL. 1-0 7.7.4 0.0 7-7.4 7 12 8.130 s Sep 15 2017 Ml Tek I D:rFfnwM3 Wg7GifrcOMh4ZDxyq_6K-05_m t0-0-0 25-4-0 32.4-12 S 4-0 7-0.12 5x8 = 1.Sx4 11 5x8 = 4 23 5 24 8 Inc. Fri Feb 23 12:45:06 2018 Page 1 zOdRzdg2zp5g6ebvTh46OvOvJziFXB 40-0-0 1 7-7-4 -0-0 Scale - 1.68.9 14 13 t/ 12 a 11 10 3x8 = 1.Sx4 II 3x4 = Sx8 = 3x4 = 1.Sx4 11 3,6 LOADING (pst) SPACING- 2-0-0 CS1. OEFL. In (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.18 12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Ven(CT) 0.36 11-12 999 180 BCLL 0.0 Rep Stress Incr YES VA 0.93 Horz(CT) 0.16 8 nla n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8.8=1660/0.7-8 Max Horz 2=150(LC 10) Max Uplift 2=302(LC 12), 8=302(1.0 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3062/958, 3.4=2371/824, 4-S-2186/843, 5.6-2186/843, 6-7=2371/824, 7-8=3062/958 BOT CHORD 2-14-758/2667, 13-14-758/2667, 12-13=-491/2031, 11-12=-499/2031, 10-11=-767/2667, 8-10=-767/2667 WEBS 3-14-0/319. 3-13-7341306. 4-13-103/516. 4-12-115/409, 5-12-3511175. 6-12-115/409, 6.11-103/516. 7-11-734/306. 7-10=01319 Weight: 219 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-7-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf: h=15ft; B=45ft; L=24rt; eave=5ft; Cat. II, Exp B, Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -14)-0 to 2-0.0. Interior(1) 2-0-0 to 14-8-0, Exterior(2) 14-8-0 to 29-6-15, Interior(1) 29.6-15 to 41-0-0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=302, 8=302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39369 MiTak USA, Inc. FL Carl rt63d 8904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARMNO • Vully Culan parameters and REAb NOTES ON TN15 AND INCLUDED aRfEN REFERENCE PAGE ae47472 ray. 1Ma3/2015 BEFORE USE Design valid tot use only with MRelc® connactom This design is bated only upon parameters shown, and is for an individual bu iddtg component. not a truss systertt. Before use, the building designer must vedy the appenbil" of design parameters and property 111CO"rate this design into the overall building design Sraong lAthested It to prevent buWng of indh dual truss web and/or Moro members only. Additional temporary and permanem bracing M iTek' Is always required row Mabady and to prevent Collapse with possible personal injury and property damage. For general godance regarding the fabruAtron, storage .deavary, erection and braong of trusses and truss totems. see ANSVMl Duality Cnterla, 08642 and SCSI Building Component Safety Information mom Trust Plate Imadule, 218 N. Lee Street Suite 312. Alexandria, VA 22314 62U Parke East Blvd. Avellable Tampa, FL 38610 Job Truss Truss Type Oty Park Sq Hms/Margate 11 1966A 1ply T13324749 PKS1966A Al2 SPECIAL 1 1Jobl Mid -Florida Lumber. Saftow, FL. a.i 3u s nep in zui f Nu i elt maustnes, inc. rn reo za IL:97:V7 LY la rage i 741-12 64" ' 1-10-0' 5-4-3 5.7-12 6.0-12 6-7-4 Scale = 1:70 1 Sx6 = 4 Sxs = 1.Sx4 II SA to Lo su 15 " 13 " 12 11 3x6 = 3x4 = 4x6 = 3x6 = 3x8 = 3x4 = t.Sx4 II 3x8 11 i 0_S-a I 18d_t 21.a.4 I 27d.G 33-6_12 ao-0-0 9 5$ 8 tfl9 5 4 3 5 7-12 6 12 6-74 Plate Offsets (X Y— r7.0." 0.2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.21 15-16 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.47 16-22 999 180 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(CT) 0.13 9 n/a n/a SCOL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.t BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=1660/0-7-8, 2=1660/0-7-8 Max Hors 2=148(LC 11) Max Uplift 9=302(LC 12), 2=302(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3000/919, 3.4=2841/953, 4-5=2666/957, 54=2517/897, 6-7-2517/897, 7-8=2528/835, 8-9=31071942 BOT CHORD 2-16=711/2698. 1S-16=-468/2094, 13-IS-592/2478, 12-13—S43/2187, 11-12-761/2715, 9-11-761 /2715 WEBS 316=-440/259, 4-16=-237/747, 4-15=528/1652, S-15=1421/552, 5-13=75/279, 6-13=-379/198, 7-13=172/S52, 7-12`83/460, 8-12=614/250, 8-11 =01267 Weight, 223 lb FT = 20% Structural wood sheathing direly applied. Rigid ceiling direly applied or 7-2-2 oe bracing. 1 Row at midpt S-15, 5-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu0=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0A. Intenor(1) 2-0-0 to 14-6-0. Exterior(2) 14-6-0 to 30-4- 0, Interior(1) 30-4-0 to 414)-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=302, 2=302. WARNING - Vaft design pammaram and READ NOTES ON 11eS AND INCLUDED Mn'EK REFERENCE PAGE AM-7473 rev. faN3rl015 BEFORE USE. Design valid for use only with Mrrek* connectors. This design It based only upon parameters shown, end is for an Individual building component, not a truss System Before use, the building designer must verity the aplikab0ity of design parameters and property incorporale this design into the overall buildup design. Smang indtMed is to prevent buckling of Individual trust web andior chord members only. Additional temporary and permanent bmdng Is always required for stahlldy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. Ila". da0very, ersaton and bmang of hussss and truss systems, sea ANSIRPIt Quality Criteria, 09842 and SCSI Building Component Safety Inforetation avadabte• lront Truss PING Inodute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39 Welt USA, Inc. FL Cert 6634 6204 Parke East Blvd. Tampa FL 33610 Date: February 23, 2018 wa— W1 M! Tek' 6904 PaAm Eats Blvd. Tampa. FL 36610 Job Truss Truss Type ory Park Sq Hms/Margate II 19NA IPty T13324750 IPKS1966AA13SPECIAL11 all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Feb 23 12:45.11 2018 Page 1 I D:rFfnwM3 Wq7GifrcOMh4ZDxyq_6K-Y2oo_YkiaykgliMbEWC710Wun7NeakspFlcBbXziFX6 1 7S4 1440 t8.4-1 234.4 29-4-0 3a-4-I 40-0-0 17z!! 6.11-12 3 70-0 5 4 3 5.7-12 5-0.12 5.7.4 Sx5 II 25 1e at oc 15 1° 13 12 11 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8.9=1660/0-7-8 Max Horz 2=148(LC 11) Max Uplift 2=302(LC 12), 9=302(LC 12) Sx5 = 4x8 = 3x8 = 3x4 = 1.Sx4 II CSI. DEFL. in (loc) I/dell Ud TC 0.96 Vert(LL) 0.33 15-16 999 240 BC 0.77 Vert(CT) 0.61 15.16 786 180 WB 0.94 Horz(CT) 0.14 9 n/a n/a Matrix -MS Scale - 1.70.1 PLATES GRIP MT20 244/190 Weight. 215 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied. BOT CHORD Rigid ceiling direly applied or 7-0-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3018/935, 3-4=2841/956. 4-5-3298/1155, 5-6=2901/1006, 64=2901/1006, 7-8-2685/887, 8-9-31461974 BOT CHORD 2-16-712/2648, 15.16=468/2030, 13-15=784/2961, 12-13=618/2343, 11-12=799/2759, 9-11=799/27SS WEBS 316=442/261, 4-16-222f790, 4-15=-662/1965, 5.15=1614/637, 5-13-252158. 6-13=377/197, 7-13=253/772, 7-12=-69/398, &12=-488/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft, L=24ft; eave=5ft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-6-0. Exterior(2) 14-6-0 to 17-6-0, Interior(1) 18-4-1 to 41-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been Designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will nit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=302,9=302. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 AUTak USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 0 WARNING • Vortly design paamwers and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE 5e1.7473 rev. 10103/2815 BEFORE USE. Design valid tot use only with MITak® connectors This design is based only upon parameters shown, and is for an IndlMdual building componerd, not a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design true the overall budding design. Bracing indicated is to prevam buckling of mdMdual truss web andiat chord members only. Additional temporary and pemianiam bracing MiTek' is always required far stability and to provers Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUMI aualfty Criteria, OS849 and BCSI Building Component 6904 Parke East Blvd. i. Safety Information avad2Me from Truss Plate institute, 218 N. Lea Street, Suite 312. Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type ory Park Sq Hms/Margate II 1966A jPly T13324751 IPKS1966AA14SPECIAL11JobReference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 12A5:12 2018 Page 1 GiheOMh42Dxyq_6K-1FMAStdLLFsXwusnoEkEIE37nXh JCCyUyMk7zziFX5 7S4 16-11-12 5.10-0 5-" 54l-0 4-0-12 Scala - 1:70.0 SxS = 16 15 " 13 12 11 3x6 t.Sx4 II 3x8 = 3x8 MT20HS = 3x10 = 3x4 = 3x8 1 Sx4 11 LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. TC 0.76 BC 0.89 WB 0.87 Matrix -MS DEFL. in (loe) Well L/d Ven(LL) -0.30 13 >999 240 Vert(CT) -0.61 12-13 >793 180 Horz(CT) 0.19 9 n/a nla PLATES MT20 MT20HS Weight: 210 lb GRIP 2441190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 5-10-15 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt S-15 REACTIONS. (lb/size) 2=166010-7-8, 9=l660/0-7-8 Max Horz 2=148(LC 11) Max Uplift 2=302(LC 12), 9=302(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=30631919, 3.4=2398/807, 4-5=2365/801, 5-6=3372/1126, 6-7-3372/1126, 7-8=2855/918, 8.9=3132/1011 BOT CHORD 2-16=700/2668, 15-16=700/2668, 13-15=1010/3661, 12-13=1009/3665, 11-12=67612507, 9-11=84012774 WEBS 3-16-0/308, 3-15= 721/282. 4-15=505/1676, 5-15=2014/696. 5-12-374199. 6-12-3651190, 7-12=35911107. 7- 11=-41/380, 8-11=3151186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL= 4.2psf, BCDL=3.Opsf,, h=15ft; B=45ft: L-24ft; eave=5ft: Cat. Il; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C Exterior( 2) -14)-0 to 2-0-0. Interior(1) 2-0-0 to 14-6.0. Extenor(2) 14-6-0 to 17-6-0, Interior(1) 20-4-1 to 41-0.0 zone: C-Cfor members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other lire loads. This item has been 6) ' This truss has been designed for a Irve load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Albani, Thomas, PE 7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (0=1b) using a Digital Signature. 2-302, 9=302. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No. 39?9 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tamps FL 33610 Date: February 23,2018 WARNING - VerNy dasdgn paramarara arid READ NOTES ON rids AND INCLUDED MITEK REFERENCE PAGE afa-7473 rev. 101031201S BEFORE USE. wwwa • Design valid far use only with MRekm connectors. This design is based only upon parameters shown. and is for an individual building Component, not Wl a truss "am. Before use, the building designer must vedry the applicability ofdesignpsrsmalamandpropertyincorporatethisdesignWetheoverallbuildingdesign. Bracing indicated is to provers buWutg of Individual tmaa web and/ or nerd members only Additional temporary and pamenard bracing M iTek- is ahusys required for Stability and to prevm acollapse with possible personal "and properly damage. Fat general guidance regarding the fabrication. storage, delivery. erection and brecing of trusses and truss systems, sae ANSVTPl1 Quality Criteria, OSSAS and SCSI Subbing Component 6904 Parka East Blvd Safety Information available from Truss Plata Institute, 21a N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss toss Type y Park Sq HmslMargate 11 1966A71p, Tt3324752 PKS1966A SPECIAL 1 Job Reference (optionall Mt0-MOrla8 Lumber, bellow, I'L. 1 5-2-1 9-t0 3 5.2•S 4-7-13 6.00 12 0.13u s Sep 15 zo17 Mt I ek industries, Inc. Fn Feb 23 12:45:14 2018 4-7-13 3-11-0 3.11.0 S." 5-" ' 3-0.12 ' 3-7.4 SxS = 5 Scale - 1.71 3 19 28 211 18 17 16 15 14 13 4x10 3x8 11 ex6 = 84 = 498 = 1.Sx4 II 6x8 MT20HS = US = 3x6 S-2-S 410 14.8.0 1 22 27-10.0 33-0 38-1211 5.25 47-13 4-7-13 I 3.11-0 3-11-0N 5$.0 1 56.0 I 30-12 f3.7 Plate Offsets (X.Y- 12:0-5-0.0-1-71. f3:0-2-8.0-3-01. f7:0-S-4.Edoel. 19:0-6-0.0-2-81, f14:0.2-S.Edoel. 117.0.2-12.Ednel, 118:0.3-0.0-3-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 Vert(LL) 0.46 15 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.92 15-16 520 ISO MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 238 lb FT - 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 'Except' 2-17: 2x6 SP DSS, 14-17: 2x4 SP No. 1D WEBS 2x4 SP No.3 *Except* 5-17: 2x4 SP No.2 REACTIONS. lb/size) 2=2859/0-7-8, 11-1922/0-7-8 Max Horz 2=148(LC 7) Max Uplift 2=789(LC 8). 11=410(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 1 Row at midpt 4-17. 7-16. 6-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-6035/1684, 3-4=-4711/1293, 4-5=3341/881, 5-6=3386/898. 6-7=-4565/1104. 7-8=494711101. 8-9=-4929/1096, 9-10=3555I754, 10-11=-3741/779 BOT CHORD 2.19=1437I53SO, 18-19=-142815320, 17-18=1020/4142, 16-17=-843/4047, 15-16=1266/6013, 14-15=1265/6017. 13-14=-577/3162, 11-13=637/3303 WEBS 3-19-285/950, 3-18=-13611471. 4-18=511/1529, 4-17-1744/622. 5-17-714/2711, 6-16=350/ l777, 7-16=26001560. 7-14=12471324. 8-14-375/120, 9-14=479/2094. 9-13=0/ 285, 6-17-1846/420 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft, L=24ft; eave=5ff; Cat. It: Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will f6 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) except (h=1b) 2=789, 11= 410. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 112 lb up at 6-114 on top chord, and 311 lb down and 119 lb up at 5-0-12, and 62 lb down at 6-114. and 1020 lb down and 451 lb up at 7-9.8 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25, Plate Increase=1.25 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.3930 Wrok USA, Inc. FL Cart 6SU U04 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARNING - Ve ft design panmafen end READ NOTES ON THIS AND INCLUDED MMI( REFERENCE PACE ae1.7473 rev. 140003r2O1s BEFORE USE Design valid for use only with MRakm connectors. This design IS based only upon parameters shown, and is for an indMdual bueduie component. no a truss system. Baton use. the building designer must verxy the apphcabddco y of design parameters andpropertymrporatethisdesign &Me the overall building design. 6=9 indicted Is to prevent budding of indrodual Vuu web rxn/Or tdlero members only. Additional temporary and permanent brsang MiTek' Is &Ways required rot, stabilityand.[* prevent collapse with possible personal injury and property damage. Fin general guidance regarding the fabrication• storage, dellvary, erection and broang of trusses and truss systems, sea ANSVTPII Quality Crlterla, DSB49 and SCSI Building component Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Nexandns. VA 22314. 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq Hms/Margate 11 1966A IPty T13324752 PKS1966A A15 SPECIAL 1 1 all Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Fri Feb 23 12:45:14 2018 Pape 2 ID:rFhwM3Wg7Gi rcOMM2Dxyq_6K-zdTxeambtt6FSC?9vfmINBRaLKInSWFxfnCrziFX3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-60, 5-7=40, 7-9-60, 9-12-60, 2-22-20 Concentrated Loads (Ib) Vert: 19=311(F) 25=90(F) 28=39(F) 29-1020(F) AWARNING • Waft design panmatera and READ NOTES ON rHiS AND INCLUDED MITEK REFERENCE PAGE M I-7Q2 ray. 1NUJRaf d BEFORE USE Design valid tar use only with MrrekS Cannedora. This design is based only upon parameters shown, and its fat an Individual building component, not a tfusa system Before use. the budding designer must verify the applicability of design parameters and property nndafparate this design into the overall budding design. BraCing I dnuW tedistopreventbumgof ddMdual uun well and/or dtdro members only. Additional temporary and permanent bracing M iTek' isalwaysrequiredtarstabilityandtopreventCollapsewithpossiblepersonaluquryandpropertydamageForgeneralQuittanceregardingthefabrication. Storage, delivery. erection and bratlnQ of trusses and Imes systems, ace ANSIRPII O uithy Cdterla, OSS49 and BCSI Building Compartem 6904 Parke Fast Bled. Safety Irnfdrmatlon avadsom eom Truss Pima Institute. 218 N. Lee Straw. Suds 312. Alaxorfdna. VA 22314. Temps. FL 3WI0 Job Truss Truss Type Oy Ply Park Sq Hms/Margate II 1966A 1 T13324753IPKS1966AB1COMMON51 Job Reference ' a Mid -Florida Lumber. Bartow. FL. a.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 12:45:26 201a Page 1 1-0Q , 5.2-13 4-5-3 4-5-3 4-10.12 Scale - 1:34 5 4x4 = 4 4x4 = 5x8 = 4x4 = 9-8-0 9-4-0 Plate Offsets (X.Y1— 17:0-".0-3-01 LOADING (psf) SPACING- 24-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0 14 7-13 >999 240 MT20 244/190 TCDL 100 Lumber COL 1.25 Sc 0.85 Vert(CT) -0.32 7-13 >724 180 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=758/0-7-8.2-822/0-7-8 Max Horz 2=98(LC 11) Max Uplift 6=126(LC 12), 2=162(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1264/421, 3-4=946/324, 4.5=942/334, S-6=1242/425 BOT CHORD 2-7=329/1106, 6-7=312/1060 WEBS 4-7=1441564. 5-7 =337/198, 3-7=3811213 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15tt; B=45R; L=24ff; eave=oft; Cat. II; Exp B; End., GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -140-0 to 2-0-0• Interior(1) 240-0 to 9-8-0. Exterior(2) 941-0 to 1241-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL-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 3-6411 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) except (it=1b) 6=126, 22162. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.391 Mirak USA, Ina FL Can UU 6904 Parke East Blvd. Tamps FL 33610 Date: February 23,2018 0 WARMNO • verity design parameters and READ NOTES ON rNIS AND INCLUDED MITEK REFERENCE PAGE M i-7472 rev. faro=015 BEFORE USE. Oesign valid for use only with Mfrekm connector&. This design Is based only upon parameters shown. and Is for an individual building mrriponent, not a truss system. Before use. the building designer must venry the appbcabllhy of design parameters and papery Incorporate this design kite the overall building design 8ncing Indicated Is to prevent bucabng of indwidual truss web aridlor chord members only. Additional temporary and Permanent bracing M iTek- u always ngiared far stabdlry and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage• delivery. direction and bracing o1 trusses and truss systems. sea ANSVTPII Quality Criteria. 0384e and BCSI Building component 6901 Parke East Bald. safety IM*rmation availablefrom Truss Plata Institute. 218 N. Lee Street. Sue* 312. Alexandria. VA 22314. Tampa, FL 36810 Job Truss TypeOty ly Park Sq Hms/Margate II 1966AT13324754 PKS1966A 82 EPL 1 1 Mid•Flonda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Feb 23 12:45 27 2018 Page 1 ID:rFMv*A3Wg9Gif QMh4ZDxyq SK-47mrL0xlpslPDCvtkmOOAgna tKBXAxnU18bziFWs 1-00 941-0 to-" .20-4-0 , 1 9.841 941-0 1 0-0 Scale - 1:35.3 4x4 = rz 3x4 = 18 17 to 15 14 13 12 3x4 = Sx5 = Plate Offsets (X Y- 12 0-0-00.0-01 I15.0.2-8 0.3-01 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 11 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.26 BC 0.10 Vert(CT) 0.01 11 n/r 120 BCLL 0.0 ' Rep Stress Ina YES WB 0.06 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-S Weight: 951b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2' TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-4-0, lb) - Max Harz 2=102(LC 11) Max Uplift All uplift 100 lb or less at joints) 10. 16. 17, 18, 14. 13, 12, 2 Max Grav All reactions 250 lb or less at joints) 10, 15. 16, 17, 14, 13, 2 except 18-282(LC 21), 12=282(LC 22) FORCES. ( lb) - Max. CompJMax. 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: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf; hat SR; B=4511; L=24ft; eave=2fh, Cat. It: Exp 8: End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 2-", Exterior(2) 24)-0 to 941-0, Comer(3) 941-0 to 12- 8-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to vnnd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 4) All plates are 1.Sx4 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 This item has been willrdbetweenthebottomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 10, 16, 17, 18. 14, electronically signed and 13. 12.2. sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393re 6UTak USA, Inc. FL Cart 6634 6904 Parke East Blvd Tampa FL 33610 Date: February 23,2018 AWARNING. Warily, design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PARE MO.7472 rid. 164=01S BEFORE USE. Design valid tot use only with Mfrek® connectors. This design is baud Dory upon parameters shown, and is fat an individual buildup component. not at is system. Before use, the Wading designer must verily the applicability of design parameters and property Incorporate this design van the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members eny. Additional temporary and permanent bracing M ITek' preventIs always required far stability and to present collapse with possible personal injury and property damage. For general guidance regarding the fabrication. Storage, delivery. erection and bracing of4tusaas and truss systems, see ANSVIPII pual ty CMeris. OSS42 and SCSI Building Component 6204 Parke Fro Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 366t0 Job Truss Truss Type Dry Ply Park Sq Hms/Margate 11 1966A T13324755 PKS1966A C1 COMMON 2 1 job Reference (optional) Mid-Flodda Lumber, Bartow. FL. 4x4 = S.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12.45.28 2018 Page 1 tGitreDMh4ZDxyq.-6K-ZKJDYMxNaAtGrM4skb0_xciu9_Eu3d3J9REag 1 ziFWr 3x4 = 11 tx4 II 1x4 II a 3x4 = tx4 If LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2OI4 REACTIONS. (lb/size) 11=679/0-7-8, 8=641/0-3.8 Max Harz 11=81(LC 10) Max Uplift 11-138(LC 12). 8=131(LC 12) Scale - 1.29 9 I CSI. DEFL. in floc) I/dell Ud PLATES GRIP TC 0.60 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 BC 0.49 Vert(CT) -0.10 9-10 >999 180 WB 0.10 Horz(CT) 0.01 8 n/a n/a Matnx-MS Weight: 58 III FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=374117, 3-4=581/197, 4-5=574/201, 5.6=434/50 BOT CHORD 2-11=50/430, 10-11=-44/430, 9.10 44/430, 8.9=-44/430, 6-8=-44/430 WEBS 3-11-5321350, 5-9=371/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-15ft; 6=45ft; L=24ft, eave=4ft; Cat. II, Exp B; Encl.. GCpi=b.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 7-6-0. Exterior(2) 7-6-0 to 10-6-0 zone; cantilever right exposed ,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) except (jt=Ib) 11-138,8= 131. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39360 kirrek USA, Inc. FL Cart 6831 6904 Parka East Blvd. Tampa FL 33610 Date: February 23, 2018 AWARMHO • Vanity, design panumtrs and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE arn.7472 rw. 140=015 BEFORE USE Design abd rot use only with MITek8 connectors. This design is based only upon parameters shown. and Is for an Individual building component, rat a truss system. Before use, the building designer mutt arty the applicability of design parameters and property Incorpome this design coo the overall building design. Bracing Indicated Is to pravent buckling of indmdual truss web and/or chord Meiners only. Additional temporary and permanent bracing MiTek' It &Ways requiredfatstabilityandtopreventcoeapsewithpossiblepersonalinjuryandpropertydamage. For general guidance tegarotng the fabrication, storage, deWery, erection and bracing of trust" and truss systems, see ANSVTP11 Quality Criteria, OSSAS and SCSI Building Component Safety Information aaNble from Tiuss Plata institute. 21 a N. Lee Street. Suite 312. Aaxandna. VA 22314 6904 parks Fast Bhp Tampa. FL 3a610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A T13324758IPKS1966AC2COMMON31 Job Reference (ciallonall Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fn Feb 23 12:45:29 2018 Page 1 ID:rFfnwM3Wg7GdreOMh42Dxyq BK-11Manry7LU76SVN211XDUpGSUOcYo4FSO5z8CUziFWq t ao t-sa 7bO I Vo-0i-sew aza 1 7 o I t-0-o 4x4 = 12 1x4 II 1x4 119 8 30 = 3x4 tx4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCOL 100 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 8=530/0-3-8, 12=52210-3-0. 9=26810-3-8 Max Harz 12=-81(LC 10) Max Uplift 8-139(LC 12), 12=148(LC 12) Scale = 1.29.4 CSI. DEFL. in (loc) Well Lid PLATES GRIP TC 0.50 Verl(LL) -0.05 10-11 >999 240 MT20 2441190 BC 0.34 Vert(CT) -0.11 10-11 >794 180 WB 0.11 Horz(CT) 0.00 8 n/a n1a Matrix -MS Weight: 58 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=344/159, 4-5=352/158 WEBS S-8=504/366.3-11-347/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf. h-15ft: B=45ft; L=24ft: eave=oft: Cat. II; Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -14)-0 to 2-0-0. Interior(1) 2-0-0 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0 zone; Cantilever left and right exposed :C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other 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. S) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 8=139, 12=148.. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 At?ek USA, Inc. FL C44 6633 904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARNING • Vadty design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W14473 rev. 100e240ta BEFORE USE. Design valid for use only with Mask® Connedon. This design is based only upon parameters shown, and is for an Individual building component. not a truss totem. Before use, the building designer must verily the appit"Wity of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor Chord members only. Additional temporary and permanent madng M iTek- Is always required for stability and to prsvent cakepsa with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, dedvery, erection and bredng of trusses and trust systems, see ANSVrPl1 Quality Criteria, OSS49 and SCSI Building component 6204 Parke East SM Safety information available ham Thus Pine Institute, 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A T13324757IPKS1966AC3GABLE11 t Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 12:46:30 2018 Page 1 ID:rFn1wM3Wq7GifreOMh4ZDIryq_6K-ViR_z2zd6n7z4fEErO2S01 oMyo1ZXYKedljhhvziFWp 1-0.0 76-0 15-04 164.0 1-0.0 76-0 760 1-0-0 4x4 = Scale = 1.28.1 3x4 = 18 17 16 15 14 13 12 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in loc) I/de8 L/d TC 0.07 Vert(LL) 0.00 11 n/r 120 SC 0.03 Vert(CT) 0.00 11 n/r 120 WB 0.06 Horz(CT) 0.00 10 n/a n/a Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 1S-". lb) - Max Horz 2=-81(LC 10) Max Uplift All uplift 100 lb or less at joints) 2, 10, 16. 17. 18. 14, 13. 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16. 17. 18, 14. 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight 72 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf,, h=15n; B=45n; L=24R; eave=2ft; Cat. It: Exp 8: Encl.. GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-6-0, Comer(3) 7-6-0 to 10-641 zone,C-C for members and forces & MIAFRS 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 1.Sx4 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-" 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) 2, 10, 16. 17. 18. 14. 13. 12. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39s60 MiTek USA, Inc, FL Ced 6634 6904 Parke East Blvd. Tamps FL 33610 Date: February 23,2018 AWARNING- Verily design panmatersand READ NOTES ON MIS AND INCLUDED MTEK REFERENCE PAGE MII.7473 M. 1601,2015 BEFORE USE. Design valid for use only with MrrokS connector$. This design IS based any upon parameter$ Shown, and is for an individual building component, not a truss syatam Before YSe. the builduig designer must verify the applicability of design parameters and prop" Incorporate this design No the overall buildingdesign Bndng IMIGtad is to prevent buctdmg of individual true web and/or utoro member only Additionaltemporary and permanent bracing M ITek' Is always nqudedforStabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the tabnrauon, storage• delivery, erection and brae ng of woes AM truss systems, aft ANSIRPIII Quality Criteria, OSS4 9 and BCSI Building Component sow Parke East Blvd. Safety Information avabble from Ttaas Plate Institute. 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A T13324758 PKS1966A CJ1 JACK 5 1 all Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fn Feb 23 12:45:31 2018 Page 1 ID-rFtnwM3Wq?GifmOMh4ZDxyq_6K-zv?MAO_Ft5FgippRPj2hZELXIBN6G?RlsPSFHMziF Wo 1-0 0 1-0-0 1-0.0 1-0-0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-7-8, 4=0/Mechanical Max Harz 2=35(LC 12) Max Uplift 3-3(LC 9), 2=59(1-C 12) Max Grav 3-11(LC 17), 2=130(LC 1), 4-12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.0 Md d d 214 = DEFL. in (loc) Udell Ud PLATES GRIP Ven(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 2 n/a n/a Weight. 5111 FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1)Wind: ASCE 7-10. Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; 8=45ft; L-24111; eave=oft; Cat. It. Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL•=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-" 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 aD uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39TO Wilk USA, Inc. FL Can UU 6904 Parka East Blvd. Tampa FL 23610 Date: February 23,2018 A WARNINO • Vathy design paramotara and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE a111-7472 ray. faV2120fS BEFORE USE Design valid for use Only with MRek® connectors. This design Is based only upon parameters shown, and is for an individual building Component. not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design We the overall budding design..6 Ong Indicated is to Welding of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek- prevent is always required for stability and to prevam taCollapsewithpossible personal svpdy and property damage. Far general guidanee regarding the fabricatiOn, storage, delivery. aredmn and bratlng Of trusses and was aystettlt, tee ANSVIVII Quality Criteria. OSS42 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plata Institute. 218 N. Lae Sir". Suds 312. Alaundna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A I T13324759 PKS1966A CJIA JACK 1 1 all Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries. Inc. Fri Feb 23 12:45:31 2018 Page 1 I D:rFhiwM3Wg7GjheOMh42Dxyq_6K-zv7MAC_Ft5FgippRP"ELViBNeG7RlsPSFHMziF Wo 1-8-0 1-0-0 1-8-0 1-0-0 LOADING (PSO SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 10.0 Lumber DOL 1 25 BC 0.04 BCLL 0.0 Rep Stress Inct YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Ib/size) 3-14/Mechanical, 2=224/0-7-8, 4=-31/Mechanical Max Harz 2=49(LC 12) Max Uplift 3=14(LC 1).2=121(LC 12),4=31(LC 1) Max Grav 3=18(LC 12). 2=224(LC 1), 4=33(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1.8 7 DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 2441190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 4 • n/a n/a Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oe purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=1Sft; B=4Sft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions Shown: Lumber OOL=1.60 plate grip OOL=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, 4 except (it=lb) 2=121. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic coies. Thomas A. Albani PE No.39 0 MiTak USA, Inc. FL Cart 66U 6904 Parka East Blvd. Tampa FL 33610 Date: February 23,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ae1-7472 rav 1"112015 BEFORE USE Oesign valid tot use only with WNW connectors This design is bawd only upon parameters shown, and is for an IndMOual building component, not leiabutssystem. Before we, the building designer must vedly the oppbrabWty of design parametara and property Incorporate this design Into the overall building design. Bracing uidtuted is to prevent Welding of rndmdual truss web and/or chord members only. Additional temporary and permanent bractne M iTek' Is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Ouallty Criteria, 0384119 and SCSI Building Component 6904 Parka Fast Blvd. Safety Information •available from Truss Plate Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22214. Tampa. FL 26810 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A T13324760 PKS1966A CJ3 JACK 5 1 Job Reference (optionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:32 2018 Page 1 ID:rffnwM3Wq7GiheOMh4ZDxyq_6K-RSZkOk_uePOhKzOdzRSwSSui7bIK7Sg W 3CoppziFWn 1-0-0 3." t-0-0 3-0-0 Stab, 1'=V 2x4 = I 3-0-D 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=71IMechanical, 2=188/0.7-8, 4=36/Mechanical Max Harz 2=62(LC 12) Max Uplift 3=26(LC 12), 2=50(LC 12) Max Grav 3=71(LC 1). 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=oft, Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -140.0 to 2-0.0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.383O MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 0 —mmo • Varlly dealgn parsmatars and READ NOTES ON THIS AND INCLUDED aeTEN REFERENCE PAGE a110-7472 rev. 10102r20f S BEFORE USE we — Design valid far use only with MRek® Connectors. This design is bated only upon parameters shown, and is for an Individual budding component, not a truss system. Before use, the budding designer must wady the applicability of design parameters and property Intorporate this design into the overall budding design. Bra" Indicated is to prevent bucking of individual truss web andiat chord members only. Addluonal temporary and permmrom bradng M iTek' Is always required for stability and to prevent maapsa with possible personal injury and property damage. For general guidance regarding the fabntmain, storage, delivery, erecuon and bra*" of truss" and aun systems, see ANSVTPN Gustily Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street. Suds 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss russ Type Oty Ply Park Sq Hms&Aatgate II 1966A JACK T13324761 PKS1966A CJ3A 1 1 Mid-Flodda Lumber, Bartow, FL. LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 8.130 s Sep 15 2017 MiTek Industnes. Inc. Fri Feb 23 12:45:33 2018 Page 1 ID:rfhrwM3Wq?GiheOMh4ZDzy(6K-vH76b4')WPiVWx7ypX8c9efOrB?lhkvw2Jj d.MFziFWm t 8-0 3." 1$-0 3-" CSI. DEFL. in loc) Udefl ud TC 0.20 Vert(LL) 0.00 4-7 999 240 BC 0.07 Vert(CT) 0.01 4-7 999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP REACTIONS. (lb/size) 3=63/Mechanical, 2-246/0-7-8, 4=26/Mechanical Max Harz 2=76(LC 12) Max Uplift 3=20(1-C 12), 2=-86(LC 12) Max Grav 3=63(LC 17). 2=246(LC 1), 4-49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:13 7 PLATES GRIP MT20 244/190 Weight 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oe puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuf=l40mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft: B-45rt; L=24ft; eave=oft; Cat. II, Exp B: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-8-0 to 1-4-0, Intenor(1) 1-4-0 to 2-11-4 zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10 0 pat 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-" 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39 6gTek USA, Inc. FL can KU 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 O WARMNO • Varlly daslgn parameters and READ NOTES ON THIS AND INCLUDED MnEK REFERENCE PAOEWI.7472 rev. 10 0=816 BEFORE USE Design vald for use only with MiTehm connectors. This design O based any upon parameter shown, and is tar an indrAduet bulldme component, not a truss "am. Before use, the IwlWing designer must verily the applicabWty of design parameters and property maxporste this design 010 the overall budding design. Bracing Indxetad is to prevent W Wing of indmdual truss web and/or chord members only. AddmonN temporary and permanent bracing M Te k* is &Nays required tot stebday and to prevent collapse with possible personal injury and property damaga. For general dmdance regarding the fabrication. atoned&, delivery; eradion and island of tllluet and truss syaems, see ANa1RP11 Oualhy Criteria, OSB.ee and BCSI Building Component 6004 Parke East 814d. Safety Information available from Trust Plate Infante. 216 N Lee Street. Sune 312. Alexandns. VA 22314. Tampa. FL 36610 Job • Truss Truss Type Oty Park Sq Hms/Margate II 1966A jPty T13324762 PKS1966A CJ5 JACK 4 1all Mid -Florida Lumber, Bartow, FL. 8 130 a Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 12:45:33 2018 Page 1 ID:rffmvM3Wg9GiheOMh4ZDxyc BK-vH76b47WPiWYx7ypXBc9efOpG7_gkvw2Jpd.MFziFWm 1-0 0 5.0.0 5-0-0 20 LOADING (psf) SPACING- 21.0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(L-) 0.04 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 nla n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-7-8, 4=64/Mechanical Max Horz 2=90(LC 12) Max Uplift 3=50(LC 12). 2=-54(LC 12) Max Grav 3=127(LC 1).2=264(LC 1).4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale 2 1.17.0 PLATES GRIP MT20 2441190 Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCOL=3.Opsf: h=15ft, 8=45ft, L=24ft; eave=4ft; Cat. 11, Exp 8: Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39 617ak USA, Inc, FL Can UU 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 0 WARMNO - Vedly design pare metre and READ NOTES ON THIS AND INCLUDED AMEX REFERENCE PAGE WI.7472 rev. 10N2,201 S BEFORE USE Design vabd for use only with MRek® connectors. This design is bated ony upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to buckling of individual truss web andlof card members only Adattional temporary 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, erecion and bracing of wiles and Vuss Systems, sea ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Instaute. 216 N. Lea Street, Aube 312. Nexandna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A T13324763 PKS1966A D1 MONO HIP 1 1Job Reference (oationall Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 12:45:34 2018 Page 1 I D:rf MwM3Wg7GihCOMh4ZD)qq_6K-NUh VpP08AOePZHX04s708=PAhTLBCYNhwhziF WI t B-0 5.04 1 8 0 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017frPI2014 4x4 = t.Sx4 II 3 10 4 CSI. DEFL. in loc) I/de8 Vd TC 0.52 Vert(LL) 0.15 6-9 538 240 BC 091 Vert(CT) 0.32 6-9 248 180 WB 0.07 Horz(CT) 0.00 2 n/a n/a Matnx-MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=394/Mechanical.2=416/0-7-8 Max Horz 2=105(LC 8) Max Uplift 5=93(LC 8). 2=110(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=311/139 PLATES GRIP MT20 2441190 Scale - 1:19.6 Weight: 30 lb FT - 20% Structural wood sheathing directly applied or 6-0-0 oc purlins• except end verticals. Rigid ceiling direly applied or B-1-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=15ft; 8=45ft: L=24ft: eave=oft; Cat. II: Exp B: End., GCpi=0.18: MWFRS (directional), 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 id 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) 5 except (jl=1b) 2=110. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at 5-0-0 on top chord. and 92 lb down at 5-0-0 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 uniform Loads (pm Vert, 1-3-60. 3-4=-60. 5-7-20 Concentrated Loads (lb) Vert: 3-123(B) 6=-65(B) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 Wsk USA, Inc. FL Can WU 6204 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARNING- Varlly daslgn panmatarsand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11e0-7472ray. 1600Ll015 BEFORE USE Design vaed for use only with Mrrekm connectors. This design is based only upon parameters sham, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildup design. Bracing indicated Is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing MiTek' is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Criteria, OS" and 13CSI Building Component 6204 Parke East Blvd. Safety Information avad.able tram Truu plate Institute. 218 N Lae Street. Suite 312. Alexandria• VA 22314. Tampa. FL 36610 Job Truss Truss Type Dty Park Sq HmsAdargate II 1966Aty T13324764 PKS1266A FT1 SPECIAL 1 1 Job Reference loptlanall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:35 2018 Page 1 ID:rffrvM3Wg7GifreOMh42Dxyq BK-rgft011mxKmGBR6Ce2ed14V0,pkLCkeLmIOSO8ziFWk 3.3-10 6-7-4 3310 3-3-10 1 3x4 = 6 4 316 II 3x6 II LOADING (psi) SPACING- 1-0.0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.95 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Iner NO WB 0.37 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 5 >999 240 MT20 2441190 Vert(CT) -0.02 5 >999 180 Horz(CT) 0.00 4 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) 6=1018/0-6-12, 4=1030/Mechanical Max Uplift 6=399(LC 8), 4=-404(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-6=998/399, 1-2=700/276, 2-3=7001276, 3-4-1010/404 WEBS 1-5=384/973, 2-5=1327/551, 3-5=384/973 Scale - 1:20.0 Weight: 44 Ib FT = 20% Structural wood sheathing directly applied or 3-2-10 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing NOTES- 1) Wind: ASCE 7-10: Vu1t=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCOL-3.0psh, h=15ft; 8=45ft; L=2411; eave=4ft: Cat. 11, Exp B; End. GCpi=0.18; MWFRS (directional): Lumber DOL-1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom Chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 (It=lb) 6=399, 4=404. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 598 lb down and 276 lb up at 1-4-0, and 598-lb down and 276 lb up at 3-4-0, and 598 lb down and 276 lb up at 5-" on top Chord. The designiselection 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: 1-3=30, 4-6=10 Concentrated Loads (lb) Vert 2=598 7=598 8=598 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39 MiTak USA, Ina FL Cart 6834 6904 Parke East BNB Tampa FL 33610 Dab:: February 23,2018 Q wARMNO - VaAIy daafgn Paramatara and READ NOTES ON THIS AND INCLUDED WTEH REFERENCE PAGE 801402 rw. 1111001,2015 BEFORE USE. Design valid far use only with Mlrelt® connectors. This design is based only upon parameters Shown, and Is for an IndMdual building component, not a was system. Before we, the building designer must verify the appbrAhWty of design parameters and properly Incorporate this design into the events building design. Bracing radiated is to prevent buckling of radMdual wet web andfor Sam members only. AddNOnal temporary and permanent bracing M ITC k' It AM" required br snb101y and to prevent taCollapsewithpossible personal injury and property damage. For general guidance regarding the fabrication, storage, deMery, erection and tracing of hunts and truss systems, tea ANSVTPII Quality Cntarla, OSSM and SCSI Building Component 6204 Parke East Blvd. Safety Information available from Truss Pima Institute, 21S N. Lee Street. Suite 312, Maxandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Margate II 1966A I T13324785 PKS1966A JS JACK 1 1 Job Reference fantionall Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 12 45.35 2018 Page 1 ID:rFMwM3Wg7GifreOMh42Dxrq BK-rgFt011mxKmGBR6Ce2ed)4V9mpg8CpOLm10SO8ziFWk 1-0-0 5-0-0 2x4 = some - 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nla BCOL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 18 Ib FT = 20% 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 No.2 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-7-8, 4-64/Mechanical Max Hors 2=90(LC 12) Max Uplift 3=50(LC 12). 2=-54(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3 Opal, h=15ft; B-45ft, L=24h, eave=oft: Cat II: Exp 8: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24)-0. Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban PE No.39 0 MiTak USA, Inc. FL Can UU 6904 Parke East Blvd. Tampa FL 33610 Data: February 23,2018 QWARMNo • VMIy dWpn paramaters acid READ HOrES ON THIS AND INCLUDED MI7EK REFERENCE PAGE Mil-7472 rw. 161MOIS BEFORE USE. Design valid ter use ony with Weida connectors This design Is bused only upon parameters shown, and is for an Individual building Component, not a truss system. Before use. the building designer must verify the appleabdity of design parameters and properly Incorporate this design kuo the overall building design. Braang indketed is to provers bu&hng of Individual truss web and/or chord members only. AddWonal temporary and permanent bracing Welk' Is always required for Uasllity and to prevent Collapse wan possible personal Injury and property damage. For general guidance regarding the fsbhco1611. storage. delivery; ereaion•and brsUng of tenses and truss systems, a" ANSIRPII Duality Criteria, OSB•aa and BCSI Building Component 6904 Parke East alvd Safety Information available from Trun Plato Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms/Margate II 1966A T13324766 PKS1966A J6 JACK 1 1 Mid•Flanda Lumber, Bartow. FL. 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCOL 10.0 Lumber COL 1.25 SC 0.50 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1-264/0-7-8, 2-176/Mechanical, 3=88/Mechanical Max Horz 1=92(LC 12) Max Uplift 1=21(LC 12). 2=-70(LC 12) Max Grav 1=264(LC 1).2-176(LC 1),3=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 12:45:36 2018 Page 1 ID:rfbr.vM3Wq?GifrcOMh4ZDtryq_6K-KsoFE520idu7oahOCG9sGl2FTCzaxGgU?hAOy"F Wj 8$-0 6$-0 Stale - 1.21.5 DEFL. in (loc) Udell LId PLATES GRIP Ven(LL) 0.11 3.6 >727 240 MT20 2441190 Vert(CT) -0.21 3-6 >385 180 Horz(CT) 0.00 1 nla n/a Weight, 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purllns. 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vu@=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=tSft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp 8; Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3.0-0, Interior(1) 3-0-0 to 6.7-4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load noncencurrent 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) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39T0 Walk USA, Inc. FL Can 6631 6905 Parke Eat Blvd. Tampa FL 23610 Date: February 23,2018 AWARMING • VMIy design patametara and READ NOrES ON THIS AND INCLUDED WTEK REFERENCE PAGE M6-7472 rev. 1 M2Q015 BEFORE USE. Design valid for use only with MRekilb 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 vent the applicability at design parameters and properly mcaporeto this design into the overall Wilding design. Bradng indicated is to provers buckling of individual truss web and/or third members only. Additional temporary and permanent bracing M /Tole' Is always required for st&N ft and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrication, storage. delivery. erection and bracing of trusses and truss syetems, see ANSVrPit Quality Criteria, OSS29 and SCSI Building Component 6904 Pence East Blvd. safety bdorm union available from Truss Plata Institute. 21a N. Lee Street. Suite 312. Alexandria, VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966A I T13324767IPKS1966AJ7JACK181 job Reference (optional) Mid -Florida Lumber, Bartow. FL. 2x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=183/Mechanical, 2-34210-7-8, 4=90/Mechanical Max Harz 2=118(LC 12) Max Uplift 3=73(1-C 12), 2=59(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1). 4=129(LC 3) FORCES. (lb) - Max..Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fn Feb 23 12:45 37 2018 Page 1 1D-rFfnwM3Wq7GihcOMh4ZOxy(_6Ko3MdRR2OSx0_OkGam_gSoVbOldDgjweEKvZVOziFW 7-0.0 7-0-0 Side - 1.22.3 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.12 4-7 >679 240 MT20 2441190 Vert(CT) -0.24 4.7 >348 180 Horz(CT) 0.00 2 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd-108mph, TCDL-4.2psh BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fir 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic codes. Thomas A. Albani PE No.39 Malt USA, Inc. FL Cart UU M Parks East Blvd Tampa FL 33610 Date: February 23,2018 QWARMNO • Vert y dasign pawmetors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAQE WI-7Q! rw. I&V21200 BEFORE USE Design valid for use onty, with WOW Connectors. This design Is based ony upon parameters shown, and Is for an Individual building Component, not a truss system. Before use, the budding designer must varoy the appbuWity, of design parameters and property Ineorpande this design into the overall twdddq design. Bracing indicated is to prevent buckling of Individual truss web andiat chord members ordy. Additional temporary and permanent bracing M iTek' IS Sways required far ataWldy end to prewrs Collapw with possible personal injury aria property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, sea ANSVTPN Quarry criteria, OSS49 and SCSI Budding Component 6204 Parka East Shad. Safety Imomurtion available from Truss Plate instate. 216 N. Lee Street, Suee 312. AW andits. VA 22314. Tampa. FL 3WiO Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A T13324768 PKS1966A KJS JACK 1 1 all Mid -Florida Lumber, Bartow, FL. 6.130 s Sep 15 zo17 MTek Industries, Inc. I-n t-eD z3 12:45:3! zula rape 1 10:rF1nwM3Wg7GihcOMh4ZDxyq BK-o3MdRR20SNQ_OkGam_gSoVbPCGJgjvmEKvzAziFWi 1.5-0 74-14 1.5-0 74D•14 3x4 = i 7.&14 7414 LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 5-8 >803 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.54 Vert(CT) -0.21 396 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 IVa Na BCDL 10.0 Code FBC2017frP12014 Matnx-MP Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly 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. REACTIONS. (lb/size) 3=177/Mechanical, 2-329/0-10-10, 5=89/Mechanical Max Hors 2=90(LC 8) Max Uplift 3--64(LC 8). 2-106(LC 8) Max Grav 3-177(LC 1), 2=329(LC 1), 5=127(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vuft=140mph (3-second.gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); 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 bads. 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 (jf=lb) 2=106. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, and 3 lb down and 43 lb up at 4 4 0, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 40 lb up at 1-6-1. 2 lb up at 1-&1, and 2 lb down at 44-0. and 5 lb down at 4-" on bottom chord. The design/selection of such connection device(s) is the responsibility of others. . 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-3=60, 4-6=20 , Concentrated Loads (lb) Vert 9=29(F) 11=32(F=30, 8=2) 12=4(F=2, B=S) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39T9 MRak USA, Inc. FL CeR 6634 M Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNINO - VwW dosfgn parameters and READ NOTES ON THIS AND INCLUDED t1OTEK REFERENCE PAGE a119-7472 rev. 100112f2015 BEFORE USE assign valid for use only with Mtrakt contractors. This design is bated only upon parameters shown, and is far an indrodual budding componem, not a truss system. Before use. the budding designer must verify the applieAhany, of design parameters and property incorporate this design into the overall budding design Bracing indicated Is to prevent buckling of indMdual truss web andfr chord members any. Additional temporary and permanent bracing MiTek' is always required for stablldy and to prevent maapse with possible personal injury and property damage. Fr general guidance regarding the fabrication• storage. delnery• erection and bracing of truces and truss systems, ace ANSVTPII Quality Crharta, OSSAS and SCSI Budding Component 6904 Parka East Bid. Safety Information awdabe from Trust plats Institute. 218 N. Lee Street Suite 312. Aletandna. VA 22314. Tampa, FL 36810 Job Truss cuss Type Oy PlyPark Sq Hms/Margate II 1966A 1 T13324769 PKS1966A KJ7 JACK 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:38 2018 Page 1 I0:rffnwM3Wg7GitreOMM2Dnyq BK-GFw7en3eDF8r2umJhBKLj7(10g3P5TnT f61SzIFWh 1-5-0 5.26 9.10-13 1.54 5.26 4-8-7 Scale - 1.22.0 2x4 = 1.bx4 u 5 3z4 = 2-6 4-&7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.38 Vert(LL) 0.03 6-7 999 240 MT20 2441190 TCOL 100 Lumber OOL 1.25 BC 0.44 Vert(CT) 0.07 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n1a Na BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/stze) 4=129/Mechanical, 2=513/0-10-10. 5=332/Mechanical Max Horz 2=118(LC 8) Max Uplift 4=59(LC 8). 2-112(LC 8), S-52(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=785/120 BOT CHORD 2-7=162/708, 6.7=162f708 WEBS 3-7=0/277, 3.6=769/176 Structural wood sheathing direly applied or 6.0.0 oc purlins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15f1: B=45H; L=241t; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); 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-" tall by 2-0-0 wide will fit between the bottom chord 8nd any other members. 4) Refer to gtrder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 4. 5 except (jt=lb) 2=112. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-1 3 lb down and 11 lb up at 1-6.1, 3 lb down and 47 lb up at 4 4-0, 3 lb down and 47 lb up at 4-4-0. and 29 lb down and 79 lb up at 7-1-15, and 29 lb down and 79 lb up at 7-1-15 on top chord, and 2 lb up at 1-6-1, 2 lb up at 1-6-1, 5 lb down at 4 4-0, 5 lb down at 4-4-0, and 22 lb down at 7-1-1S. and 22 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert, 1-4-60. 5.8=-20 Concentrated Loads (lb) Vert: 13=59(F=29, 8-29) 14=4(F=2, B=2) 15-10(F=5, B-5) 16=37(F =18, B=18) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 61jTek USA, Inc. FL Cod 6634 6904 Parke East Blvd Tampa FL 33610 Date: February 23,2018 Q WARNING - Verlry, design peramstrs and READ NOTES ON rM AND INCLUDED AIITEK REFERENCE PAGE M61•T4?3 rev. 104212011 BEFORE USE Design valid for use only with Weida connectors. This design Is baud only upon parameters sham, and is for an indMdual building component, not a truss System Before we. the building designer must weft the applicability of design parameters and property incorporate this design Into the overall budklmg design. Biscing indicated is to provers buckling of Indwidual truss web anror chord members only Additional temporary and permanent bracing Welk' Welk' Is always required W stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, descry, erection and brodng of truues and truss systems. sea ANSIRPIt Quality criteria, OSS.ee and SCSI Building Component 6204 Parka East BIM. i Safety Intorinsttoh • avauaeto tram Truss Plate Institute, 216 N. Lee Street. Subs 312. Alexandria. VA 223 is. Tampa. FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3I " Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. crd c2a 2. Truss bracing must be designed by an engineer. For individual4WEBSCJ* O u , p O wide truss spacing, lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. U = 3. Never exceed the design loading shown and nevery a U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building c 1`_ For 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDSplates0- 'Q' from outside all other interested parties. edge Of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPl 1. software or upon request NUMBERSILETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 1995 at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311. ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceding is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings Ono (supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. gyp 16. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSIITP11: National Design Specification for Metal 19. Review all portions of this design (front, back; words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Design Standard for Bracing. is not sufficient. SCSI: Building Component Safety Information, M!Tek° 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Oualdy Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 I 6 C C 41-0• 1r-o• i 12-0• i Igo,I I I II I I l l i l l l l l i l l l l l l l f l l l l l l l l l 1 II 1 1_-II ril l l,_ ME v T- 0' SIB _ I 31'- Cr 6'- 8' I 20" O.H. 1 V- o" 53'- r 4'- it NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'4" UNLESS OTHERWISE NOTED. w Cal J L 2 - HUS26 FLR. HGRS MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1966- A NO TRAY OPT. PKS1966A I N/A I 26-ii1 emax RECORD COPY City of Sanford Building and Fire Prevention Product Approv Permit # # 1 8- 1 6 2 8 Project Location Address Afication Form 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.floridabuildino.or4. 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 Single Door w/Sidelites FL8871.7 Slidinci MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows-' Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement ' : Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Com onents. Wood Connectors / Anchors Truss Plates. Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 Business & Professional RegulationI 1 Ira BCIS Home I lag In I User Registration 1 hot Topics Submit Surcharge I Stats r Facts ; Publications I FBC Staff I SCtS Site Map I Unks I Search rr/ ' Product Approval I 0 USER, Public User Product Aooroval Menu > Produtt or Aoelication Search > Aeolicahon Us t > Application Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL8871-R7 Revision 2014 Approved LE Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@ rwbldgconsulta nts. com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Compliance Method - Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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 1. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R7 COI (a) CERTIFICATE OF INDEPENOENCE.Ddf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL8871 R7 Eouiv of STANDARDS fal.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,ArtDgty3Ij Wak2nHrpk... 9/7/2017 Florida Building Code Online Sections from the Code Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 10/13/2016 12/13/2016 10/21/2016 12/15/2016 FL !t Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871. i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3% x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraR" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (al EVAL 8871.S.odf Created by Independent Third Party: Yes http://aw,,%r.floridabuilding.org/pr/pr_app_dtl.aspx?param=,,A,GEVXQ,A,tDgty3Ij Wak2nHrpk... 9/7/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained Or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.odf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.8.odf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassieCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ, Yes FL8871 R7 II (a) INST 8871.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Baal lye: Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 8SO-487.1824 The State of Florida is an AA(EEO employer Coovnaht 2007-2013 State df 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 of by traditional mail. If you have any questions, please contact 8SO 487.139S. 'Pursuant to Section 4SS.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 entails 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 nude available to the public. To determine If you are a licensee under Chapter 4S5, F.S., please dick liCIL. Product Approval Accepts: WO http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\&'tDgty"lj Wak2nHrpk... 9/7/2017 Florida Building Code Online Page 4 of 4 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgty")Ij Wak2nHrpk... 9/7/2017 THERMAITRU 431 THERMA TRU DOORS 1 16 INDUSTRIAL OR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR w/ "NON -IMPACT" SIDELITES INSWING / OUTSWING GENERAL NOTES 1. This product has been evaluated and Is In compliance with the Sth Edition (201 Q Florida Building Code (FBC( structural requirements Including the'1Bgh Velocity Hunkane Zone' (HVHZ(. 2. Product anchors shot be as bled and spaced as shown on details. Anchor embedment to base material shall be beyond wait dressing or stucco. 3. When used in the'HVHT the opaque door complies with Section 1626 of the Florida Butdrrsg Code and does not require an impact resistant covering. The non -Impact sldette must be protected with an Impact resistant covering complying with Section 1626 of the FBC. 4. When used In areas outside of Ihe'HVHT requiring wind bome debris protection the opaque door compiles with Section W.1.2 of the FBC and does not require an Impact resistant covering. The door panel meets missile level Ir and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. The non -Impact sidetles must be protected with an impact resistant covering complying with Section W.1.2 of the FBC. 5. For Dc stud framing construction, anchoring of these units shall be the same as that shown for 2k buck masonry construction. 6. Site condillons that deviate from the defolr of this drowkg require further engineering analysts by o Icensed engineer or registered architect. 7. Outswing configurations using coastal sl Item RI under active doom and all db used under the sidetles, meet water Infiltrailon requirements for 1WHZ'. 8. 4evAng configurations and oulswing configurations using sill Rem 05 under the doordo not meet the water Infiltration requirements for the?IVHZ' and sisal be installed only In nondlabltoble areas or at habitable localiom protected by on overhang or canopy such that the angle between the edge of canopy or overhang to s8 is less than 45 degrees. TABLE Of CONTENTS SHEET/ DESCRIPTION 1 Typical elevations. design pressures a general rates 2 Door panel delois Smooth slarl 3 Door panel details (Fiber dasdc( 4 Sidelle panel detob 5 Horhantd cross sections 6 Vertical cross sections 7 VedlooI cross sections 8 Buck and frame anchoring - 2X buck masonry construction 9 From anchoring - I X buck masonry construction 10 Components a Glazing details I I B8 of Materials 71.75' MAX. O.A. FRAME WIDTH 37.75' 1" FRAME WITH j 36A0' MAX. I r PANEL WIDTH m Oxmx W mz a a P C f F Q fj N U lu 15.SW MAX.' FRAME WIDTH 13.75' MAX. PANEL WIDTH IrN4.flo%OVERAII.s SWING. .X, lrigfRAME11ysF tfiT{GN RESSRE'(P yDOOR+TYPE Si jJi6flIVE•' NEGAT'IVkr INSWING 71.75" x 78.00" 60.0 60.0 SMOOTH OUTSWING 71.75" x 96.50" 65.0 65.0 STAR INSWING 71.75" x 98.00" 60.0 60.0 FIBER CLASSIC OUTSWING 71.75" x 96.50"1:+d 65.0 See Sheet 10 for design pressure Imitations. n o Eazp P 1P` o g o' I111 V :3 Vt a9m'c v me:d o= sous N.T.S. Iowa. or DWS aoL or LFS FL-8871.7 a—, or jj 44 46 47 T EXTERIOR I INTERIOR 1 HORIZONTAL CROSS SECnON 2 I— OEUIL A -A -I DOOR NEL ID Smo01h sla 00000000 U420000000 \ J 000000000000000 00000000o0000000 43 00000000ao oe 00000000000 00 460000000a00o000000000001 on00000000 0000000 0000 OQ0000 ?• 0 Cy_ 000.00 000 --11 00000o00Ooo0000 28.86%OPEN 00000000 AREA MAX. 000000000000000 45 000000000000000 DETAIL A•A Panel reWacemenl I I i lflllYll e unnnimnu gl EXTERIOR c o d a u g z° O u vINO 9mCW 6 INTERIOR eVERTICAL CROSS SECTION UM 113 ap i7 E:05122108 LO N.T.S. er OWS a er LFS i a FL-8871.7 °a n 3 of 11 a 64 66 67 61 EXTERIOR 67 d1 63 L- DETAIL A -A J NEL 60 fifes rJ.0. e 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Panel reinforcement 111 I INTERIOR 1 HORIZONTAL CROSS SECTION 3 66 iIIII ICII, 11 TYP. 4 CORNERS Of PANEL C3 62 TOP RAIL d L W. 1I 111ll 0 m z i EXTERIOR INTERIOR DI 0 LILLLaL'd 65 '°nN T ^ N Q OPEN AREA MAX 2 VERTICAL CROSS SECTION a. 05 22 08AREA 3 scar+ N.T.S. am r. OWS c"L r. LFS omwma o: FL-8871.7 I VS- MAX. PANEL WIDTH 7J mx Cd 70 SIDfIRE ANEL r I.Sr 71 leTOPeiI Sid i 1.1ir f-- IT 7: mlf to Sideite m O1TOM R I 73 Sidehle . ' r MAX. D.L! EXTERIOR Y INTERIOR 1 HORIZONTAL CR( 4 ( Classic craft a rustic MAX. D.L EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION 4 1Rber ClassICI I' MAX. D.L EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 ( Smoolh star) EXTERIOR INTERIOR H oEXTERIOR INTERIOR EXTERIOR Z Emn TTT q Ps m z° I of.: s SZu r- CZ' t npoa N$ 1 m U C14 p 2a.,. N.T.S. een er DWS 4 VERT1CAL CROSS SECTION D4(Rber VERTICAL CROSS SECTION VERnCAL CROSS SECTION eRs° p'0 "a 4 IClassk cart a rustic) classic) 4 ISmoom star) Fl— 8871.7 s— 4 -_a EMB. j1YF. eHORIZONTAL CROSS SECTION Olsuol FProshod-n - Inswing 2 HORIZONTAL CROSS SECTION S Out approeod -Inswing NTERIOR WERIOR 3 HORIZONTAL CROSS SECTION S Oulswing showned - Inswingalsoopprov Z d 11 P\ 1\ 11 U N uozEm emm V f 4p Eg$ C Z ^ K, 6 a. V , 0 o jR g U LL N.T.S. Nr: OWS sm US mw No-. FL-8871.7 n 5 OF_ EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 21 olsao ed Ong EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 6 Inswing configuration see general notes sheet 1 for'HVHP water Inrdlrallon requirements EXTERIOR -//""'INTERIOR 2 VERTICAL CROSS SECTION 6 Shown w/I X sub -buck EXTERIOR INTERIOR eVERTICAL CROSS SECTION 6 see general rweslsbheet I for'HVttt water inrdtrollon requirements INTERIOR rr4 Q% a r` pmv.•. ;yy mn EXTERIN11,rrr Ps 1``` o m i Ogg' 3mZu CN9 Ci 40 v \ 0+ mdn 60 Z E 0 3 VERTICAL CROSS SECTION o0 0 6 Oulswfng corJguration c see ggeneral notes sheel 1 lor?1VHP water inrdlrolion requirements ; to INTERIOR EXTERIOR N ht H eVERTICAL CROSS SECTION OulsvAng configwallon see general notes sheet 1 . for'HVHT vioter lnfilrallon requirements L: N.T.S. ere Dws en LFS eno uo: FL-8871.7 Er 6 of _I ] 4 e Ll 70 Ix SEE NOTE I NOTE 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION 7 Shown w/IX sub -buck 7 Outswing shown • InsvAng olso approved NOTE: 1. Screws thru head and sOl jamb located 3' from each end and O.C. (rYP.I One. EXTERIOR INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION. 7 Inswing configuration eVERTICAL CROSS SECTION Inswing conllguralion INTERIOR In A. p J INTERIOR EXTERICiF y > n o SEE z NOTE g E m u MPaau g d o 4 S i m l 3 VERTICAL CROSS SECTION 7 Outswing conf Wolion I c INTERIOR EXTERIOR e. pB o o SEE NOTE I rco E RNo o DAME OS 22 08 Srae N.T.S. oowe. an OWS am ft LFS 6 VERTICAL CROSS SECTION e""E"r'e f0' Oulsw( ng configuration FL-887I.7 SI[ IM eE T II II II I I TYP. HEAD a l lMASONRYJAMBS OPENING II II II II II II 2X BUCK I MULLION I I M SHOWN FOR I I O REFERENCE I I ONLY I I II II II II II II II II BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjotnts. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the MAX. ON CENTER` dimension are not exceeded. 3. Concrete anchor toble: ANCHOR ANCHOR MIN:':' '::. MIN: CLEARANCE'• MIN: CLEARANCE SIZE'...: EMBEDMENT- TOMASONRY,;: TOADJACENi:; TYPE:: EDGE .: ANCHOR. •:. ITW 2" 4" TAPCON ELCO s 1 4" ULTRACON WOOD SCREW INSTALLATION NOTES: INSTALLATIONNOTES: 1. Maintain a minfmum SIr edge distance. I' end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. N L T9 tq 7- d L99 MASON OPENIN FRAI 2X B T y i IE T= L TYP. SILL I 1CK I F MULL II R K I IQ TYP. SILL i 1. UJJ HINGE JAMB FRAME ANCHORING Masonry 2X tuck construction HINGE DETAIL N II * z niD z W.. v z oZ-( m m m : dL Z 4 o z' n U I a YY to STRIKE JAMB LATCH B DEADBOLT DETAIL M. N.T.S M DWS er. LFS RC NO_ FL- 8871.7 T $ or -LL 1 THESE (2( ANCHORS REO'D T ONLY WHEN DP > 60.0 PSf I. _ j.. 3_1 r 1 J R TYP. HEAD 3 T I MASONRY JAM aS OPENING FRAME IX BUCK - nLP HINGE JAMR \ FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry 1 X Luck cornlruction I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: R '•`iANCA'NCHO H. OR' MIN., • • .; • MIN. CLEARANCE: MIN:.CLEARANCE TYPE SIIE_:. EMB EDMENT TO MASONRYe:. TO ADJA'CENT:: EOGE..•. ANCHOR:• ITW Tj4.. T•1j4• 2 4. TAPCONa 1• WOOO SCREW INSTALIATION NOTESSCREWINSTALIAWNNOTES: Mafnldn a mklknum 5ff edge distance. f end distance. 6 I * O.C. spacing of wood screws to prevent the 49itkV of wood. STRIKE JAMB J OmO I'll 1111 d dm f) N •; s a g iu ` gg z m a mda j Eo 6 3n: o 15 m 14 LATCH A DEADROLTDETAIL HINGE DETAIL E N.T.S. cr, DWS rn; LFS MO #A: FL-8871.7 LT 9 oFJJ_•- 4.5r T L 4TTIAESHOID Oulrxinp coaslol i rrm r E OD truwkW adJusl 5.75" r S ESHOLD Outswing standard 20 INSWING SIDESpace 1 /2- GLASS 3/4" TI1K. BITE r— GLASS 1 /8" TEMP. AIR SPACE 1 /8" TEMP. SWIGGLE GLAZING 24 SPACER GI GIA2NG ET 1 9/f hwdaled Abn 7/I1i GLASS s.er r THRES OLD tr .*Q sell a usl T r 1 s.e3" Ai d ESN D 4uwft MAX. DESIGN PRESSURE _ +/- 50 PSF I 2.14' — 1 =--I GUIDEL Spacer 1"6usdaled glass I"THK. GLASS 1/8"TEMP. AIR SPACE I /8" TEMP. SWIGGLE GLAZING SPACER 0 e$ all 4 CZ 0 31i 9 8 E D ID amh 7/1or GLASS SITE G3 GLAZI D I 1/2'YsNAotad Alan 1 /7 THK. GLASS 1 /8" TEMP. AIRSPACE 1 /8" TEMP. 2S"STEEL INTERCEPT SPACER N - 5 Dort 05/22/01 Saar: N.T.S. mm eY OWS n« sm L FS sssurom No: FL-8871.7 scan 10 or J i i i ti 3 cc n BILL J n a Nct O om Lpmjm P,' u R m 111 Z gg O [t Z a k S 9$cu f mMi 2 uIE 1 a I) J V V IA m o c 0 d a i 0 N V N pP,T o R 0 FA rc i e NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) o N z o :OS 22 08 z Sc" N.T.S. ° wm. en OWS m am. f LFS ; MOM MW a m FL-8871.7 °o SHM 1 I OF O Of MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.072" THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS C MAX. I /4"SHIM SPACE W000 42 TOP RAIL SMOOTH STAR COMP. D 1 /4" X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 44 HINGE STILE SMOOTH STAR w000 45 BOTTOM RAIL SMOOTH STAR COMP. f 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023' THK. SMOOTH STAR STEEL 1 I /4" X 2-I /4` PFH ITW CONCRETE SCREW STEEL' 47 FOAM CORE POLYURETHANE J 1/4' X 3.3/4" PfH ITW CONCRETE SCREW STEEL 48 SIDEUTE SKIN SMOOTH STAR FIBERGLASS K 1/4" X I-3/4" PFH ITW CONCRETE SCREW STEEL 49 LITE FRAME SMOOTH STAR PVC L q 10 X 2-1 /2' PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL 57 FOAM CORE POLYURETHANE M q9 X 2-1 2" PFH WOOD SCREW STEEL 58 SIDELITE SKIN CLASSIC CRAFT FIBERGLASS N 2X MULLION SG >= 0.55 WOOD 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS I INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 61 DOOR SKIN 0.13T THK. (FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 62 TOP RAIL (FIBER CLASSIC COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 63 LOCK STILE (FIBER CLASSIC WOOD/LVL 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 64 HINGE STILE (FIBER CLASSIC WOOD S OUTSWING STANDARD THRESHOLD ALUM./WOOD 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 6 INSWING THRESHOLD ALUM./COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC STEEL 7 DOOR BOTTOM SWEEP VINYL 67 FOAM CORE POLYURETHANE 8 JAMB PINE SG >= 0.42 WOOD 68 SIDELTE SKIN (FIBER CLASSIC FIBERGLASS 9 JAMB OAK SG >= 0.42 W000 69 LITE FRAME (FIBER CLASSIC PVC 10 WEATHERSTRIP FOAM 70 SIDELITE - SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS 11 HINGE STEEL 71 SIDELTE TOP RAIL COMP. 12 q 10 X 3/4"PFH SCREW STEEL 72 SIDELTE STILE W000 13 q9 X 3"PFH W000 SCREW STEEL 73 SIDELTE BOTTOM RAIL COMP. LATCH STRIKE PLATE STEEL SECURITY STRIKE PLATE STEEL q8 X 2-I/2PfH SCREW STEELFKWIKSET200SERIESPASSAGELOCKSTEEL KWIKSET 600 SERIES DEADBOLT STEEL INSWING SIDELITE SPACER TOR HP THRESHOLD (OB 14HPA) PVC INSWING SIDELITE SPACER FOR SELF ADJUST THRESHOLD (0814) PVC OUISWING SIDELITE SPACER PVCN6XI-3/4" PfH SCREW (IITE fRAMEI STEEL 22 GLAZING COMPOUND SILICONE SEAIJWi SWCONE N9 X I" PPH SCREW (LITE FRAME) STEEL Florida Building Code Online Page 1 of 3 iSrY:'.F...Z. :t• -'S:t C F%F e=' S E t t "='_.a• ' p... Ira b SCIS Home I UK In j User Registration j Mot Topic Submit Surcharge Sots 6 Facts i Publications FeC Staff # SCIS sea Maptanks Search 'IProduct ApprovalUSER: Public User gars- aa Prod= Approval Menu > ProouC or 4pplicatlpn Searcn > Application USt > Application Detail FL r FL35332-R4 Application Type Revision Code Version 2017 Application Status Approved ElMI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory 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 Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE r Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 Rt COI FLCOI odf Standard AAMA/ WOMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https: ll,A,%vw.floridabuildine:oralpr/pr_app_dtl.aspx?param=-",GEVXQw-tDgtH85 7? gvd)A71d... 2/1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL * Model, Number or Name I Description 15332.1 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510807D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 1I 08-OOL98E.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 FL15332 RA AE 510805D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes' i 15332.3 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x%" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.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 FL15332 R4 AE 512968C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 I1 08-02249C odf Approved for use outside HVKZ: 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 FL15332 Re AE 512969C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 RA AE 512970C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 1I 06-00699E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Panty: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F1-15332 Rd AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00501E 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 https://www.floridabuildins.ors/pr/pr_app_dtl.aspx?param=wGEV XQwd)gtH85 72gvdWId... 2/1/2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 Rd AE 5108080.0df PRESSURE RATINGS Created by Independent Third Party: Yes 1 15332.8 I SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 Rd iI 08-00502E.i3df 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 FLi5332 R4 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 Rd Ii 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Eva luation•Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510810D.pdf PRESSURE RATINGS Created by Independent Third Party: Yes Balk N© QaM Us :, 2601 Blair Saone Road. Tallahassee tt 32299 *hone. 850-487-1824 The State of Florida Is an AA/y0 employer. Cop"Cht 2007.2013 Spate of gouda.:' crrvacv Statement :: 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-recorbs reouest, 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 850.467.1395. "pursuant to Section 435.275(1), Florida Statutes, effective October 1, 20:2, licensees licensed under Chapter 455. F.S. must provide the Depatment with an email address If they have one. The emads 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 an be made available to the public. To determine if you are a licensee under Chapter 455, F S.. please dick DIM. Product Approval Accepts: 1-1 f9 rO P E L-adrL Carr' Safe https://wutiv. floridabuildinsi. org/pr/pr_app_dtl.aspx?param=,AfGEVXQwtDgtH8 5 72gvdWId... 2/ 1 /2018 NOTES: 1. TIIE PRODUCT SHOWN IIEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITII REQUIREMENTS OF TIIE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCIIOREO TO PROF ERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS TIIE RESPONSIBILITY OF TIIE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X DUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITII APPROVED COATING OR MEMBRANE. SELECTION OF COAIING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCIITECT OR ENGINEER OF RECORD 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN 111E DESIGN OF TIIE PRODUCT SIIOWN IIEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCIIOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SIIIM. SIIIM WIIERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SIIIM STACK 10 BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WIIERE OVERHANG RATIO IS EQUAL OR GREATER TITAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1910 WOOD SCREWS WITII SUFFICIENT LENGTH TO ACIIIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCIIORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/I6" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCIIORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WHIT SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SIIALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT -OE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 0 CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTII CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL I8GA. 33KSI OR ALUMINUM 6063—T5 048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP. PX. XIP. PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS' . OESCRIPRON DATE APPROVED ADDED 1'IANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R L. REVISED INSTALLATION DETAILS 06/21/17 R.I. SIGNED: 0612112017 MI WINDOWS LLC MARKETKE STREET650 J 5 E NGRATZ. PA 17030 G S •,P blJ. 5J1/r" *: SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES dhv-(,jc•P!l2 A , TATE OF DRAWN. ow0 N0. aEv o8 50 249 C ii SR)NA 11Ea`` LUIS R. Lomas P.E. FL No.: 62514 SCALE oATENTS 10/30/13 1 OF 10 I. Romwo LOADS P.E. 1432 WOODrORD RD LEWISVILLE. NC 27023 434-MR OB09 iOanAs 4/omsaM eom L FF IIE 6" MAX - 96' MAX FRAME WIDTII 2) ANCIIORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED r I r 17" MAX Q.C. 6' MAX 17" MAX O.C. 16" LAX AME ICI IT 6" MAX 6• MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURC RAYING IMPACT RATING t35.0PSF NONE SEE co IARTS 81 AND 62 FOR OTI IER UNI rS RA TINGS NOI ES: 1. MAXIMUM PANEL SIZE. 48 1/2' r 95' 2. MAXIMUM D.L.O.' 44 5ffl' x 90 5M' HARDWARE SCIIEDUI.E FLAI MOUN IED I IANOLE SET (99.04-145) AT 38 314.ON CENTER FROM PANEL 00 METALLIC TANDEM ROLLERS (99.17.195) A r EACI I ENO OF PANEL BOTTOM RAILS HANUM 6063•T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISIONS' REV _ aESCRIPtott A ADDED FLANGE AND FIN INSTALLATION D REVISED INSTALLATION DEFAILS C REVISED INSTALLATION DETAILS CIIART NI WIIERE WA TER twxiRA710N RESISTANCE IS REOUInED. RFF NA7F R RIIFFT 1 Design pressitte chart frame Single Fbnel anll Total Frerre WAIlh i1) I lelphl An) 30.0 80.00 300 72.00 420 8400 480 96.00 Poa I Meg Pas Nag Pas Meg Poa 40.0 60.0 40.0 45.7 40 0 88.0 40.0 48.0 40.0 43.0 39.4 Nag84.0 92.0 M055.2 40.0 45.4 40.0 40.6 37.1 96.0 40 0 43.1 38.4 38 4 35 0 35.0 CIIART 62 WHERE WATER INFILTRATION RESISTANCE IS NOT REOU/RED. SEE NOTC 9 SIIEET I Design pressure chart (psQ frame Single Panel aM Total Frmm VAdON in) IkaM n) 200 GOOD 1 36.0 I Y2.o0 42.0 64.00 48.0 96.00 Poo I Nag I Poe Neu as Nag Poa Nag 84.0 584 584 509 500 457 45.7 42.0 1 42.0 88.0 55.2 55.2 480 480 43 0 43 0 39.4 39.4 92.0 524 52.4 45.4 45.4 408 408 37.1 37.1 98.0 498 1 498 1 43.1 43.1 30.4 304 350 1 350 CI IArtT 63 DAM APPIIOWD 12/10/13 R.L. 08/03/15 R.L. 06/21/17 R.L. Number of anchor lace clone regNdred flame SnulO Panel and Total Frame Vsdlh (n) lielght In) 30.0 60.0 36.0 72.0 42.0 84.0 48.0 96.0 1165 Jamb 1165 Jamb If65 Jemb HAS Jamb 840 4 8 5 8 8 6 8 8 too 4 8 5 8 8 8 8 8 92.0 4 8 5 6 8 1 6 6 6 960 4 e 8 8 8 6 0 SIGNED: 0612112017 M) DOORS LLC 1 111 tO4j'''/, 650DOWSWEST MARKET REET J\5 E IV S': 4 1CRATZ• PA 17030 t; SERIES 420 SOO REINFORCED WITHOUT ADAPTER o„B 6 96" X 96" ELEVATION 09 = 20. TAT F tie, rFS - 0RIDV- G tNRAwNr, an No. aEv DE1-- 49 C i/' ONA SCALE OAtENTS 10/30/13 2 OF 10 j1Sa` LUIS R. Lomas P.E. FL No.: 62514 L. nownrOLOMASPE. 1432 WOODrOnD RD LEWISVILLE. NC 27023 434.688•0809 r9ae1a2§N14amsq*.c0m c ti rR IIE 0 96" MAX FRAME WIDTH 1) ANCI IOR PER LOCATION AT HEAD & JAMBS SEE CHARr,04 FOR NUMBER OF LOCATIONS REOUIREO 6- MAX — 117" MAX o.c. I G" MAX 17' MAX O.C. G" T_ AX 1 1ME WIT 6" MAX 6' MAX 1 2) ANCIIORS PER LOCATION SERIES 420 SGD REINFORCED WIT14OUT ADAPTER Ar SILL EXIERIOITVIEW SEE CIIART A4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED i35.OPSF NGNE SEE CIIART S II AND I2 SIIEET 2 FOR OTHER UNITS RArINGS IIARDWARE SCIIEOUI.E FLAI MOU14TED HANDLE SET (99.04-145) AT 36 314.ON CEN TER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (09.17.105) AT Mil ENO OF PANEL BOTTOM RAILS JMINUM6063-T6 REINFORCEMENT (666) AT ALL PANEL INTERLOCKS REVISIONS REV OESCRIVRON WE I APPRWEO A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALIAIKIN DETAILS 06/21/17 R.L. NOTES 1. MAXIMUM PANEL SIZE: 48 12' x 95' 2. MAXIMUM 0.LO.. 44 5A'x 90 5/8' CIIART /4 Number o/Anchor locations required Single Panel and Towd WI WId1h (in) Hnne Haight in) 20.0 60.0 36.0 72.0 42.0 e4.0 1 48.0 ado 1185 I Jonlb IIBS I Jamb II&S I Jamh IIBS Jomb 84.0 4 6 5 6 6 6 8 6 88.0 4 a 5 8 8 8 8 6 02.0 4 0 5 6 6 e 8 8 88.0 4 8 5 8 8 8 8 8 SIGNED: 0612112017 MI WINDOWSANDLLC 114Of, W650WESTSTREET J`\1 GRATZ• PA 17030 GENSF ,P SERIES 420 SGD REINFORCED WITHOUT ADAPTER Ti•' 0f 8 5 96" X 96" FIN ELEVATION TAT EE Of i er,Z ORAWN: bwd fro REV o d' ZOR%Dt--' - 08— 0E249 C S ONA SCALE OA1E NTS10/30/13 3 OF 10 11ENx L. RORERIOLOAIASP.E. LUIs R. Lomas P.E. 8432 WOOOFORO RO LEMSVILLE. NC 27023 434- MB-OW r0omasoldont"pecom FL No.: 62514 1/2' MIN. REVISIONS REV oEscmonoN OAIE APPROVED EDGE DISTANCE A ADDED FIANCE AND FIN INSTALLMION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 RL. 1 3/8" MIN. C. REVISED INSTALIATON OEIAILS 00/21/17 R.L. WOOD FRAMING EMBE MENT OR 2X BUCK BY OTHERS 1/4- MAX. SI IIM R10 W000 SPACE 1 3/8" MIN. EMBEDMENT 1/4" MAX, SHIM SPACE SCREW INTERIOR 1/2 MIN. EDGE DISTANCE rl 10 WOOD SCREW WOOD FRAMING OR 2X RUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION VV000 FRAMING OR 2X BUCK INSTALLA LION NOTES: 1 INICRIOR ANO CXTCRIOR FINISIIES. BYOIIIERS, NOT SHOWN FOR CLARII Y. 2. PER/MEI F.R AND JOINT SEALANT BYOTIICRS TO BE OCSIONCD IN ACCOItOANCE WITII ASIM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. Cr 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING Off 2X BUCK INSTALLA IION SIGNED: 0612112017 MI DOWS DOOREETRS LLC I IL0WEST650MRDEIt GRATZ. PA 17030 GENS •J' SERIES 420 SCD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS r.O7a= ATATeyov t4 FS;:clOR1 PDRAWN: V.L. owo 110. 08--02249 REv C S1ONA 11atESCALENTS10/30/13 4 OF 10 L ROOER fO LOMAS P.E. LUIS R. Lomas P.E. 14]2WOWrOR0R0LE$"SVIILENC27023 FL No.: 62514 434.699.0609 e0w ms@kbmnM com 1 1/2" MIN SEPARATION 1" MIN. EDGE DISTANCE e 1 '1/4' MIN. a• EMBEDMENT CONCRETE/ MASONRY 1/4' MAX BY OTIIERS SHIM SPACE OPTIONAL J 1X DUCK TO BE PROPERLY SECURED SEE NOTE 3 SIIEET I 3/16" TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT e er 1 1/4" MIN. a' EMBEDMENT A 1 t— I` 2 7/8" MIN _ 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET E/MASONRY INSTALLATION REVISIONS DESCIDPT10/1 MIE APPROVED ADDED FIANCE AND FIN INSTALLATION 12/.10/13 R.L. REVISED INSTALLATION DETAILS OB/03/IS R.L. REVISED INSTALLATION DETAILS 09/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1/4" MAX. rl1- SHIM SPACE MIN. a INTERIOR EDGE DISTANCE d MIN aSEPARATION v • 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETFIMASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOIE 3 SHEET 1 NOTES., I. INI ERIOR AND EXTERIOR FINISHES, BY OTIIERS, NOF SHOWN FOR wRITY. 2. PERIMEI EII AND JOINT SEALANT BY OI HERS TOBE DESIGNED IN ACCORDANCE WI)11 ASTM E2112 SIGNED: 0612112017 MI INDOWS DOOREET RS LLC1R11t10''/, M RDE650WKTSTGESTRATZ, PA17030 GENS 9iP' SERIES 420 SCD REINFORCED WITHOUT ADAPTER 6 1 all FRAME INSTALLATIONDETAILSq0 ,T OF Drawer Dwa Ie0 REV T lOR1OP G A 08502249CA11Ea suLE aLENTS10/30/13 6 Of 10 L RODERTOLOMASP. E Luis R. Lomas P.E. 1432 WVOOFORI) RO LEN7SVILLE• NC 27023 FL N01- 62514 434 668 0609 ebnwsQllenasp0 com METAL STRUCTURE BY OTT IERS 1/2' MIN. I EDGE . I- . DISTANCE 1 /4' MAX. A r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR I I 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY ODIERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METALS I RUCT4IRE INSTALLA IION NOTES' 1. INTERIOR AND EXTERIOR FINISI IES, BY OTI IERS. NOT SHOWN FOR CLARII Y. 2. PERIMEIERANDJOINI SEALANTOYOTIIERSTOBE DESIGNED IN ACCORDANCE WIT! I ASTM E2112 T 1/2' Mil EDGE DIST/ I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE REVISIONS OESCRIPNON MtE APPROVED ADDED FLANGE AND FIN 1115TALlAf10N 12/10/13 RL. REVISED INSTALLATION DETNLS OB/OS/IS R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL ST RUCTURE INSTALLATION SIGNED: 0612112017 MI DOORS LLC R I I Q 650WINDOWT MARKET REET J\S GRATZ. PA 17030 GENS •IP 1c• 0yy8 6 * SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS o pydtp> 2oO,• 8$TATEEE OF w4 ii.PS;c[OR1 . •G i'• DRAWN: owo No. REV V. L. 08-0 2E249 C S`ONA 11E\ 1wcNTS10/30/13 5 OF 10 Lulls R. Lomas P.E. L. n09EnI0 LOMAS P.E. Itl21V000110nD no LEIVISVILLE. NC 22022 434. 666 WO9 lfix"S fwbRN9P0 Rom FL No.: 62514 1/2• MIN. EDGE DISTANCE WOOD FRAMING 1 3/6• MIN. OR 2X DUCK EMBEDMENT BY OTIIERS 1/4" MAX. SHIM SPACE REVISTOIS DESCRIPTION DAtE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 RA. REVISED INSTALLATION DETAILS 06/21/17 R.L. MIN. EMDEDMENT I SHIM SPACE 10 WOOD SCREWS INTERIOR 1/2' MIN. EDGE DISTANCE EXTERIOR INTERIOR I e I OFfE SET IN # 10 WOOD Fill VEO SEALANT SCREWS --- ) III10 WOOD SCREW WOOD FRAMING OR 2X DUCN BY OTIIERS MIN. RENT tUUL UIDIANUt VERTICAL CROSS SECTION WOOD FRAMING Oil 2X DUCK INS rALLA11ON NOTES: 1. INNEIROn AND F.XTERIOn FINISIIES, UV OTIIERS, No r snoWN Fon cLAnl rY. 2 PERIME I En AND JOINT SEALAN r BY O II IEI IS 1 O DE DESIGNF, D IN ACCOnDANCF W171I ASTM r•2112 L-- EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING WOO.O FRAAIING OR 2X BUCK INSIALLA DON OR 2X DUCK 13Y 0111ERS SIGNED: 0612112017 MI DOOREETRS LLC 1R I IL650DOWSMRDE 04,WEST AAiro GRATZ, PA 17030 GEIVS 0 8 6 • * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS d • p ea.tLYI • _ 11•• $TAVOF tv` i0'^ F• lOR1U; • `. AASS ON^;1EaG\ DRN: AWan NO. aEv V. L. O8 C Luis R. Lomas P.E. NrArE 502249 NTS10/30/13 7 OF 10 L IIDOEDrOLOMASRF.. 1432 wowrORO RD LEMSV/LLE, NC 2M23 FL No.: G2514 434. 688•OW9 IlbnNsQlYbmllepe tnm 1/2- MIN. - EDGE DISTANCE METAL STRUCTURE BY 0111ERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTIIERS EXTERIOR 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION MtTAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISIIES, BY OTI IERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITII ASTM E2112 1/4- MAX. SIIIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2- MIN. EDGE DISTANT 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE DY OFIIERS Arm "S REV DESCRMION A ADDED FLANGE AND FIN INSTALLATION D REVISED INSTALLATION DETAILS C REVISED INSTALLATION DETAILS JAMB INSTALLATION DEMIL METAL STRUCTURE INSTALLATION DAM APPROVED 12/10/13 R.L 08/03/15 R.L 06/21/17 R.L SIGNED: 0612112017 MI WINDOWS AND DOORS LLCit 650 WEST MARKET STREET 111II111Iu,, J\5 • L o4f 9iPGRATZ. PA 17030 GENs SERIES 420 SGD REINFORCED WITHOUT ADAPTER pyy-6}6 FLANGE INSTALLATION DETAILS q0 , TATE OF 1h` FS LOR1 r G t: txuwer orro No. RLV V. L. 08--02c249 C 7Z ONA 110a0a1cANTS10/30/13 8 OF 10 Luis R. Lomas P.E. LR06ERTOLOMASP.E 1432 WOfMrORD RD LEMSVILLE. NC 2T023 43o6/E 060E Nomat@klom Ve tom FL NO.: 62514 RLYIS51" 1 1/2" MIN. _ 1• MIN. _ I ACV DcsrnvnoN WE APPRwco SEPARATION EDGE DISTANCE A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. a .. ',.-7 C REVISED INSTALLATION DETAILS 06/21/17 1 1/4" MIN. a• EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX BY OTIIERS SHIM SPACE OPTIONALJ 1/4' MAX. 1XBUCK SHIM SPACE I10BE1• I INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/ 16' TAPCON 1 r EXTERIOR INTERIOR MIN. SEPARATION JIM1 SILL TO BE SET IN EXTERIOR ADEBOF3/16" TAPCON APPROVED SEALANT 3/ 16" TAPCON CONCRETE/ MASONRY JAMB INSTALLATION DCTAIL BY OTHERS CONCRETE/AUISONRYINS TALLATION MASONRY/ OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY BY DRIERS SECURED SEE NOTE 3 SIIEET 1 NOTES: a• '• 1. INIERIORAND EXIERIORFINISIICS,DYOTIIERS• A. 1 1/ 4" MIN. NOTS1101YNfORCLARIIY. a• a EMBEDMENT 2 PERIMEIERAND JO/NTSEALANTBYOIIIERSTOBE n '• • DESIGNED IN ACCORDANCE Will I AS I M E2112 a • e • SIGNED: 0612112017 MI WINDOWS AND DOORS LLC I %I MIII//// 2 7/8" MIN. _ I_ 1' MIN. 650 WEST MARKET STREET 17030 k\S C E . 1. 0M9 i SEPARATION EDGE DISTANCE GRATZ. PA N\ VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER I• N70-F CONCREI &MASONRY INSTALLATION 96"" X 96" INSTALLATION DETAILS FLANGE Mgt rv\ eL`S oRAwer Owc NoREVV.L. 08-- 2249 C i// 7S/DNA O\ a1c NTS 10/30/139 OF 10 L.ROOERIOLOAMSAE Luis R. Lomas P.E. 14321VOOOFORDROLEIVISVttLE• NC27023 FL NO.: 62514 434-WO-0 09 ANrmis(>1 6L>rnwsPw.tom REASONS ' MAX '11EV : OiscwnoN DATE APPME0 WOOD FRAMING I SHIM SPACE A ADDED FLANGE MID FIN INSTALLATON 12/10/13 R.L. BY O111ERS 0 REVISED INSMLLATION DEMILS 08/03/15 R.L. C REVISED INSTALLATION DEMILS 06/21/17 R L INTERIOR a 1 5/8" MIN. EDGE DIST. 1 1 1 /4" TRIM 1 1 4 MIN. EMBEDMENT INTERIOR •• EMBEDMENT MASONRY/CONCRETE OY OTHERS APPROVED SEALANT EXTERIOR HOOK STRIP 1X BUCK BY OTHERS, 1X BUCK TO BE BEHIND FIN PROPERLY SECURED Q8 WOOD 7/16" MIN 1 TAPCONSCREW EDGE DISTANCE JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INS IAI.LA110N HOOK STRIP INSTALLATION MASONRY/CONCRETE APPROVED 1/2" MIN. METAL STRUCTURE 1/2- MIN SEALANT I - EDGE BY OTHERS BEIIIND FIN 1 1/4 MIN. DISTANCE EDGE DISTANCE oil W000 WOOD EMBEDMENT TRIM SCREW FRAMING BY OTHERS INTERIOR TRIM INTERIOR I 3 8 MIN. SHIM SPACE EMBEDMENT 7/ 16" MIN EDGE DISTANCE INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FIIAMING OR 2X BUCK INSTALLAIION FOR SILL INSTALLATION SEE SIIEE TS 4.9. HOOK STRIP 10 SELF DRILLING HOOK STRIP SCREW W000 PANEL SCRSCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL S I RUCI urw 1400K STRIP INSTALLATION SIGNED: 0612112017 2X BUCKAVOOO FRAMING MI s50WINDOWSEST M RDE DOO EET RS LLC `, 5 1R ! 1LIp GRATZ. PA 17030 ` •G E Nse (p SERIES 420 SGD REINFORCED WITHOUT ADAPTER *' 11VD,B 5 fr= 96" X 96" o`•! r(,t(I s„Eov NAILFIN Ac HOOK IMSTALLATION DETAILS D ; &TAT OF e4` NOTES tauwN: IIWO ea an F•;1pI. IwEnIORAND R10P. NOPSHOWNFORCLAR y FINISIIES,BYOIIIfRS, sV.L. alE 08-02249 C //)/SONA11EaG` 2.PEIIIMEIEll ANOJOIN I'SEALANTOYOIIIERSIOOF. NTS 10/30/13 10 OF 10 DESIGNED IN ACCORDANCE Willi AS I M E2112 L. Rp0ER10 LOMAS P.E. 1492W000F0R0RULEIRSVILLE,NC2702J Luis R. Lomas P.E. 434-USOf." 14wnaSlF4bmo"cam FL NO.: 62514 Florida Building Code Online Page 1 of 6 Iwata'al- home lag In j User Regannoon hot Topes Submit Surcharge Stag S Facts i Pubgodons FaC Stag SW Site Mao i Links SearchAC. 4ProductApprovaldbpr 7 SC1S USER' PubIK User product Approval Menu > Product or Application Search > Application List > Application Detail FL : FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@dopay.com Authorized Signature Scott Hamilton sham ilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Lam• Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 Eauly 20170809 - FBC - DASMA 108 enuiv Ddf FL15279 R5 Eouly 20170809 - FBC - DASMA 115 eauiv Ddf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://wu v.floiidabuildin2.ors/pr/pr_app_dtl.aspa?param=wrGEVXQwd)gv3yWKJZ1Q 2/1/201 S Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page = 0 O Page l/80 Q i FL # Model, Number or Name Description 15279.1 001 W3-09 OSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 RS C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 11 1016S5-Rev12.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 OSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDISP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 H 103952-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 OSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi5279 RS C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 104175-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 II 101820-Revl3.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.5 hrtps://caw- A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=A,GEVXQwtDgv;yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-IA471: GO1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GO1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARILP, EDISP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 OSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.7 148B,SSS,4RST,6RST,4RSF,6RSF 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 428, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL35279 R5 C CAC Letter with proof of contract and oroof of inspection.odf FLIS279 R5 C CAC W3 Listing Intertek.adf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odf FL15279 RS C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104168-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINOCODE® W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HOGL, HOGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (extenor skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINOCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R5 C CAC Letter with proof of contract and proof of insoecbon,odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R5 C CAC Wa Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 101652-5-Revi l.pdf wmdborne debris regions. The product without glazmg DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 OSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, E02SP, E02LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINOCOOE® W4 Garage Door Certification Agency Certificate FL35279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FL35279 R5 C CAC Wa Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103969-3-Rev02.odf https://w,A-A,.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQ,,ArtDgv3yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 OSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9W wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.Ddf Impact Resistant: N/A FLIS279 R5 C CAC W4 Listing Intertek,odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 104163-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing'Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R5 C CAC W4 Listing Intertek pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 Il 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EOSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of insoection.odf Impact Resistant: No FL15279 RS C CAC W4 Listino Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES•NOT meet the impact resistant requirement for FLIS279 R5 iI 300159-5-Rev16.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E41., ED4S, ED41., E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, A114S, AR4L, SS4V SL4V, ARASV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINOCODE8 W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.Odf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 103486-B-Rev08 odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door https://www.floridabuildin2.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv;yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-11`171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, G02LP, GR2LP, AR2SP, AR2LP, ED2SP, E02LP, 4302, HOGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 OSlEO-IF479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171:9200, 9201, 9203, HOP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes . Impact Resistant. N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with oroof of contract and proof of inspection.pdf FLIS279 R5 C CAC WA Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103549-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoection.pdf FLIS279 115 C CAC Wa Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101481-5-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection odf FLIS279 R5 C CAC Wa Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104029-5-Rev03.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 115 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R5 C CAC Wa Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103046-RevO7.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) WINOCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection odf FL15279 R5 C CAC WA Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: https:llw,A-Ar. floridabuildino.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv")vVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Page 6 of 6 15279.19 I019 W4-16 DSIUO-IK479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21`153:73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, G05S, GD5SV, GRSS, GRSSV, ARSS, ARSSV, E05S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Q 0 Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (97" to 16'0" wide) WINOCOOE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of dnspection.odf FL15279 R5 C CAC Wa Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE®-W4 Garage Door Certification Agency Certificate FLI5279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 R5 C CAC W4 Listing Intertek,odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279,R5 fI 301711-S-RevlS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bade Nest to d Page 1 / 8 dial Contact Us :: 2601 Blair Stone Road. Tallahassee °L 32399 Phone: 850-487-1824 The State of Fonda Is an AAIEEO employer. Cooyridht 2007.2013 State of Florida.:: Privacy Statement :: 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 -records request do not send electonhc mail to this entity. Instead, contact the office by phone or by traditional mail. Id you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, a !wine October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., Please dick b=. . Product Approval Apcept5: CZE9®a Gediz Czrd Safe https://www.floridabuildin2.org/pr/pr_app_dtl.aspx?paratn=wGEVXQ,AtDgv-yVVKJZ 1 Q... 2/1/2018 T m I mKnii L^L'IAEiJTi-lEf'""Y 3![BT[®0 JmOC C7°TC7 I:.::v>w>_ F7r c7vS1 111s1 LTJ7T_Z'J S 1-1 nm ll.l n:7r•KFr7 111 fC4J(•IFT'ls C,r I ICY JL F1JSlw [ Iti Il•F 7rri1 T•Iti U3 Emm® I®I I®) I®I Ila-1 III'I. I®III®I I I in Y Y Y INSN=rm- imi Y = J= Y I MimI I Mim11 VM7111 Wl 1 @70111 17=71 1 Mmi I W I I alaaL WSW OW ANSIM. a W WAaad MW a RNA-MIa IUO NRV.O. ur/r RC t>mR @>vw= o I• a< nn am awwa. teOLLY. 11dIY anlbaL aLnmt mm Iaa aasmi am am - It-O a®cnmmRn SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. If DENSITY POLYSTYRENE FOAM INSULATION 1-5/16- THICK WRIT VIWt IWRCELL BACKER (INSULATED MODELS ONLY) 25 GA. MIN. O&V. STEEL SKIN WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. II as in a 4®M Oln ICItt la M mumm WON M 11a1. Mar am as at aCape.1 Ma aat lMe 0 a A. 4l as M wa.M males q Ooalm Ma. Orl ILA r s aR>t N MOQR m I f. A AM R001 /10 O 1as0 M /aOolalQ !M fQ-0 aGtAW a • a1MI0NaO1OLla OOR Wm tLLvm aMb us R to W m d® LGR LSR LC Lt R f/R aM 1®R d i d i i ClCpay Building Products ° ON 4450V440 rmmnnnv (513) 70-4800 SECTION A -A (SIDE VIEW) ] TALL U-BAR 20 GA. GALV. STEEL L 3-1- 7 12 GA GAL% STEEL TOP ETBRACKATTACT. EACH LWI(/C5 B14• SHEETMEW14 CA GALV. ROLLER MINCE EACH HINGE FASTENED TO END STILES WITH (4) 014.5/B' SHEET METAL SCREWS AND (4) 1/ 4'.3/4' SELF TAPPING SCREWS. SEE NEW 'B'. TALL . 20 GA CALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (LE TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTIO(( N)). ETC.). //EACH U-BAR ATTACHED PERWM 511LEILOGibN. SELF TAPPING SCREWS ATTTACHED WITH STEEL2) #1B04T.50/MB' SHEET METALSCREWS. DESIGN LOADS: +24.0 PSF A-24.5 PSF TEST LOADS: +36.0 PSF ! -37.0 PSF PAN- 2f153 IWL0I2" c• W 4 I,, . 1 s•D•N 3/ 97 occtmrl 4 CIASSIC AND CH RP STEEL PAN A JAC DOUBLE -CAR. 16'W +24/-24.5 PSF S' N' MWW B oRAvm6 N E 101711 BC Mud aIs t'ARa/Q NNW OAHO PAWL UORt t Omni A on O?Al eelt. tV, aAaLLar Qlty 611LICSwinter AA9! MSty TAMIAR Now 0l1V MINNOW t6a106 4 Q IFMIt t/ t a Woa ON H CrM00. 1-1 OA IeaO O@10. LAn SOmr1 WT R 001111RaMl (01K Mel Ra lml Ie ree1 E A /11191 n IOWIt10 00rAR Ma1tO11AL AIIIO 00 IEr ROOM Uwa a• LIIIK Aroal Onlf DAM >0 Donor ItAm A MK talaloQ mum TIN flak AIOgMi 114n a' Ofeol kwad a IT' Comm faea A up Gomm am r alnLwt fe-ea olnoa, 1. 00. .mar alN VVI Ml A101aa WT R c01Al1ORM1 IWl Mel RCIMRI le rLaO[ A N91 IOIMIOIL WIL MaOtaRAI LYR 00 Mel 1 10 Law 7t6i1dY WT MPMM I/VIRWA rAt10M AMO/O Ave OOOR41AlO6 tmAM1 l t• A.a1 A ells , Der IIOu R oal rwam ami0410LZ. am Do OR(le to vnLAO no as t0 OL wv. Did 9110. flla RESISTANT ASSEMBLY DETAILSIMPACT OAWO 1 O 171 1-ARINSECTION B-B IMPACT -RESISTANT G A21NG Doom am s ll ML I 00 oe i twa " naatm am70M / 00R NOAOr. I sLma wiAAI M OM On Sol Ale rwAq. maft%= M 011ltla Do Qo/0 F1 1o00 m (Moo an 1' Ii aria flq M . Ll• l!M we raga oars I STANDARD ASSEMBLY DETAILS Op ONO 101711-8 SECTION B-B (NON -IMPACT RESISTANT GLA21NO OPTION( From nvm am av Done am our= EW ML MmyDOOR FRnaKWMMTWA OrrtT-RERrwN FRAIM aura mLom in ARID(' Map• TAN nun to1Lr MaMAt fn 09 M 1 AO,1RC Ilan rAtAAt MaArL AGRC ILIa RAnialn MN 0 NIOII a' A/ r1a.0 00 RASH N ADM OMCE a1N W la0 2m. teE OMM110111 AZSOmT DWALL0 el CcllIIINCE DID ne small lax" na me tam Rtaueoam W Ra Raga KNING CM all WOWAMK'L zgsticoOE M 105 111E YaLR7 selloa Illy. oral) 10 DaeALa} SHEET 2 OF 2 11 R I to a wv. ""a LAM NAa anon m L710 D Ir Io.I Ralaauan M (/ DED T a0T 1. M wr Oolt! Ntaf. oal NIeE r 1A: q/e aft WMftRMl,.044) i• sw Toren Hera r 10 LAu nnm EIOI Elm wta as tlm a NnAM nR IIN.tB® Olml tLL`IaY et N rla omal or M nowannito smuenom namm nLaL R na FfYalnam v na nnanaw. or 0aao M at EULOM OR OIIRICIaa Ale M AOCOfANCE ate CUUM E/Y01111 =0 M IIIE In.O LIM am an OArlla S ZA' R4M" DATE NM: TRACK CONFWURATKIN ABOVE nE DOOR OPENING DOES NOT AITECr nIE M1N0 LOAD RATING OF ING DOOR. gp0t r AMA rR ( nap r WL oe00 Ale vA/a it as wv. Hoe. DAG eawa0. 1/01 10P BRACKET BUE NORRO 000NGL KN1q0611MII013131001. TRACK lJBLK Low NrABRcou mu aPRION L IralI MPi mtell ® oa0• p 141 f-1/ r.11 CA wr. alm to%= MORt. 8B pl lR alsuortnra v rri. am,ntna1e ALG• a Mliila rtTaml ue ilo tol tiaui iliauFr lei m d® on L om oil cam OWED t• Iran vu N n NuNm Fran WIaYSrAOe l FOR WA OOAL 011 01R FOR u11e otlAa rRaos•LAr DESIGN LOADS: + 24.0 PSF A -24.3 PSF TEST LOADS: +36.0 PSF A -37.0 PSF Clepay UD PAN-2F DAro 1/ 3/27 SBO Iding Products aIAASON, DUKEaH +so4DBLVD. aovMan , n an (513) TIO- 4800 agento as a.... Du...nlw A0 N.M. 0....A. MWW W 4 1 16' O'W a 10'O'H etrnvtrat CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 18'W + 24 -24.5 PSF BRAVOe DANK" 101711 --- ------ 8C Florida Building Code Online Page 1 of 4 w.. - ' I l5 SCIS Harm Log In I User Registration Mat Too= Subnut Surcharge Stars S Facts ; Publications FeC Staff j SCIS Site Map Unim Search Aida prWUSIER: Product Approval Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved r MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Brent Sitlinger bsitiinger@miwd.com Windows Single Hung Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE G Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/Is.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 01/15/2018 01/15/2018 01/21/2018 Year 2011 2008 2011 https://w-wv.r. floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwd)gtCUGgvjQiz6B... 2/1 /2018 Florida Building Code Online Page 2 of 4 Summary of Produrtc FL # I Model, Number or Name Description 17499.1 1185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact a . df Impact Resistant: Yes Design Pressure: +55/-55 FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.pdf Other: R-PG55`, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 3).pdf FL17499 R3 C CAC MI Windows - 185 SH (Flanae) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02545B.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133218-3.Ddf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)E1726.01-109-d7-R0 185 SH(FLG waiver).Ddf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (12).DdfDesignPressure: +60/-60 Other: R-PG60 F1-17499 R3 C CAC MI Windows - 185 SH (Flange) 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 11 08-02549B.gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133278-4.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60• FL17499 R3 C CAC APC(133631E1729.01-109-47-RO 185 SH (FLG waiverl.Ddf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (131.Ddf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (141.odf FL17499 R3 C CAC MI Windows - 165 SH (Flange) 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 06-02550B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133285-5 Ddf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-d7-RO 185 SH 042522).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions FL17499 R3 II 08-03163.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.Ddf Created by Independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 2).Ddf Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact https:/hvwA,.floridabuildina.orci r/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 3).odf Other: R-PG55, Missile Level 0, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flanae) Impact 2) odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flange) lmoact 5).adf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 Il 08-025448-1.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133206-1 Ddf Created by Independent Third Party: Yes 17499.E 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-8IG 1-8A 52 1-SX84 R60(1009181.odfApprovedforuseoutsideHVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10) adfImpactResistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).DdfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 06-02546B-2 Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322E-2.Ddf Created by Independent Third Party: Yes 17499.7 1185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Approved for use outside HVHZ: Yes 31.pdf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Design Pressure: +50/-50 41.Ddf Other: R-PG501 FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanae) 3) odf FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanae) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025488.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17490 R3 AE 513324E-6.Ddf Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) - Approved for use outside HVHZ: Yes 3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4 . df Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanae) 31.odf FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanae) 41.odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02547B-7.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133238-7.Ddf Created by Independent Third Party: Yes Back Nert Contact Us " 2601 Blair Stone Road, Tallahassee FL 32399 !hone: E50-487.182& The State of Fbnda Is an AAj -0 employer. Copyright 2007.2013 State of Florida.:• Privacy Statement ^ Accessibility Statement :: Refund Statement https:H,A,ww.floridabuilding.oro/pr/pr_app_dtl.aspa?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 Florida Building Code Online Page 4 of 4 Under Floridlaw, email addresses arc Public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity Instead, contact the office by phone or by traditional mad. 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 emal address If they have one The emads Provided may be used for official communication with the licensee. However email addresses are PublK record. If you do not wish to supply a Personal address, Please Provide the Department with an email adorers which can be nude available to the Public. To determine if you are a licensee under Chapter 455, F.S., please c idc 0 . Product Approval Accepts: wg Credo Card -- Safe https: Hv,-A,vv.floridabuilding. oralpr/pr_app_dtl.aspx?param=vvGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2418 NOTES: I TIIE PRODUCT SIIOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF TIIE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCIIOREO TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF TIIE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OP110NAL. 4. WIIERE S14IM OR DUCK TI IICKNESS IS LESS IIIAN 1-1/2' WINDOW UNITS MUST BE ANCIIORED IIIROUGII THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSIALLATION INSTRUCTIONS. ANCIIORS SHALL DE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASICNED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITII MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WIIERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8 FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANCIIOR LOCATION Willi LOAD BEARING SIIIM. SIIIM WIIERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK 10 BE 1/4 9. SHIMS SIIALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSIAINING APPLICABLE LOADS. 10. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1 I. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET I FOR CLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING 1IIROUGII FIN INTO WOOD FRAMING OR 2X BUCK USE J8 WOOD SCREWS WITH SUFFICIENT LENGTII 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSIALLATION DETAILS. REVISIONS I REV I aEsCRr110N I DATE I APPROKO IAA I REVISED ANCIIOR SPACING & CHARTS 107/11/16 RL. IIDREVISEDCLASS10/02/17 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE M 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCIIORING TIIROUGH FRAME INTO MASONRY/CONCRETE USE 3/ 16' TAPCONS Willi SUFFICIENT LENCTII TO ACIIIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EOCE DISTANCE. LOCATE ANCHORS AS SIIOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCIIORING 111ROUGlI FRAME INTO METAL STRUCTURE USE H 10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENCTII TO ACHIEVE 3 TIIREAOS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCIIORS AS SIIOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCIIORS SIIALL BE INSTALLED IN ACCORDANCE WITII ANCIIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SIIALL NOT BE USED IN SUBSTRATES WITII STRENGTHS LESS THAN THE MINIMUM SIRENGTI SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE SIRENGIH OF 2.000 PSI. C. MASONRY. IIOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048") FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .048' THICK MINIMUM TABLE OF CONTENTS ' SHEET NO.1 DESCRIPTION I I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION OETAILS I ICOMPONENTS SIGNED: 1211412017 MI DOOR E,T LLC To 1R I IL06soDOWWESTMARKET GRAT2• PA 17030-0370 E NSA qs PVC SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT ry` tDa• NOTES 90 , •STAT OF FS :c(ORlO •G`` ORAWN• owc No. REv N.G. 08 50 n549 8 SjONA S \':\ Luis R. Lomas P.E. FL No.: 62514 a,lENTS 12/29/14 I OF 11 L. ROBERTO LOADS PC-. 04321V0OO(OR0 RO LEWISVILLE. NC 27023 434.MOO 09 /OOnutto wwKw O0m 52" MAX FRAME WIDTH 2" -- 2" MAX -- r r 16" MAX 0 C. —I 2" MAX 16" OMAX / O.C. 52" MAX FRAME WIDTII -- 2" MAX — _ 16" MAX O.C. -- I -- 2" MAX 2" OMAX O.C. 72- — 72" T— MAX MAX FRAME FRAME IlElcln / HL7cl1r / X X 185 ALUMINUM SINGLE HUNG, WINDOW 185 ALUMINUM SINGLE HUNG WINDOW RLN5101K DESCRIPt10N SAFE APPROVED REVISED ANCIIOR SPACING A: CHARTS 07/11/16 .• RL. REVISEO CLASS 1 10/02/17 R.L. CHART IY 1 Number of anchor locations required Frame Frame Width In Height 111.00 24.00 20.00 36.00 4200. 48.00 52.00 In) Head I Jamb Head Jamb Head Jamb Head Jamb Bond Jamb flood Jamb Hood Jamb 24.00 2 1 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 J 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 411.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 8 3 6 4 6 4 8 4 8 EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTALLATION FLANGE A FINLESS INSTALLATION SEE CIIART NI FOR SMALLER UNITS REOU/RED ANCHORS SEE cHART tl1 FOR SMALLER UNITS REOU/RED ANCITORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: I. MAXIMUM SASH SIZE. 51" X 36". 2. MAXIMUM SASI1 D.L.O.. 47 5/8" X 32 1/2". 3. MAXIMUM FIXED D.L.O.' 49 3/8" X 32 1/2 SWEEP LOCK AT W FROM EACI I E AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS ORAVRI ewe No. N.G. 08-02549 f 434-68010609 12/29/14 SIIEE12OF 11 L ROSERTOLOMASP.E. t432 WOOOFORO III)LEW/SVILLE. AIC 2702J AIWMSO&bmatpo n SIGNED: 1211412017 5 a ! ECI. r,•ENSE .'p 4u 9T, t . i0.P• A ORtOt Luis R. Lomas P.E. FL No.: 62514 7 N rR IIE 52" MAX FRAME WIDTH -- ,• — 32" MAX FRAME WIDTH 2" MAX - I --_I- 10" MAX O.C.' —I - 2` MAX 2" MAX -_ --_ 10" MAX O.0 10" MAX O.C. O AX WE Cllf 4 X 2" 10" f MAX 0 C. 0 72" MAX FRAME IICIGIIf 4 X REVISIONS REV OESCRIP1IO11 OAIE APPROVEO A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. 2 MAX 0 REMSEO GLASS 10/02/17 N.L. CHART N2 Number of anchor locations required Framo rams Width In Haight 18.00 24.00 1 20.00 26.00 42.00 48.00 52.00 in) ll A S Jamb H s S Jamb H 6 S Jamb H 6 S Jamb H 8 S Jamb it 6 S Jamb H 6 S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 20.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 64.00 3 6 3 6 4 6 j 6 5 6 6 6 6 6 7 3 7 4 7 7 5 7 fi 7 6 7 lt 8 3 6 4 B 5 8 5 6 6 6 6 B 8 3 6 4 B 5 B 5 8 6 8 6 6 1 1 185 ALUMINUM SINGLE DUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART/2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART I2 FOR SMALLER UNITS REOUIREO ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NO TES' 1. MAXIMUM SASII SIZE: 51" X 36" 2. MAXIMUM SASH D.L.O: 47 5/8" X 32 1/2 . 3. MAXIMUM FIXED O.L.O.: 49 3/8" X 32 1/2". 1A.1121 METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL I AND TACKLE BALANCE AT SIGNED: 1211412017 DOORS, MI WINDOWSMARKET ELLC TRT650WESTSTREETE GRATZ, PA 17030-0370 G NSA •J+ 101FO SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT y I` (AFIN STAT •4j: ELEVATIONSrglio d` ; c< 0ROt •G\ .: 7S ONAj1 a\\` Luis R. Lomas P.E. DRAWN: oWD 1IO. 08 REV 13 502E549 SCALEa1ENTS12/29/14 3 OF 11 L ROBERTO LOMAS P.E. 1432/L1700fORD RO LEIVISVILLE. NC 27023 FL No.: 62514 434•611111- 0609 A%IMSd*JkVWSPa Cam 1/2 MIN REV OESCRIPIION WIE APPRMO EDGE DISTANCE A REVISED ANCIIOR SPACING & CHARTS 07/11/I6 R.L WOOD FRAMING 0 REVISEO CUSS 10/02/17 N.L. OR 2X BUCK I BY 0111ERSWIN 1 1/4" MIN. EMBEDMENT BACKER RODMAX jAPPROVEDPACESEALANT II III #10 WOOD SCREW 1 1/4" MIN. EMBEDMENI I I/2" INTERIOR MIN EDGE DISTANCE N 1 o wood o SCREW / f WOOD FRAMING J/ OR 2X BUCK EXTERIOR BY orilERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO DE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SIIIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISIIES, BYOTHERS, NOT SHOWN FOR CLARII Y. 2 PERIMEI ER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE INTERIOR BACKER Roo EXTERIORAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS DRAWN: ONO ND N.G. 08-02549 SCALE NTS JuAlc 12/29/14 1SIIEE14 OF 11 L R08ER10 LOMAS P.E. 1492 WOODFORD RO LEWISVILLE• NC 27023 424.6m.0609 Nbmast; "w"Sps o SIGNED: 1211412017 41 G, E NSt; •`P g1 ., o' A ..Fi r5D i'oF• 'cl0RIaT:• S • G Luis R. Lomas P.E. FL No.: 62514 MET STRUCTU BY OTHE APPROVED SEALANT 1/2- MIN EDGE 01$TANCE 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR RE`ASOIS ' REV OESCaIPIION QAIE APPWAO A• RENSED ANCIIOR SPACING & CHARIS 07/11/16 R L 0 REVISEO CLASS 10/02/17 R.L. 1/4" MAX SHIM SPACE 10 SMS OR INTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE EXTERIOR METAL SIRUCTURE BACKER RODBYOIIIERSAPPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCI URE INSTALLATION SILL TO DE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANI do APPROVED SEALANT 1/4" MAX. SIIIM SPACE METAL ROTHBYOTHERSMI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS NOTES. o1NwIl. OAO No. I. INTERIOR AND EXTERIOR FINISIIES. BYOTIIERS. N.G. 08-02549 NOT SIIOWN FOR CLARITY 2. PERIMEIERAND JOINT SEALANT BYOTIIERS LOBE SrxE NTS oA'E 12/29/14 slaEi rJ Of I I DESIGNED IN ACCORDANCE WITII ASTM E2112 L ROOERTO LOMAS AE 1432 WOODFORD RU LEWISVILLE. NC 27023 434•BCE 0809 Almnas@*kw w w cwn SIGNED: 1211412017 S ft.. I I LIO'%i CEIVSFq, P 0 5 *: o; AT aEv0' FS ; c< OR10; •0 Luis R. Lomas P.E. FL No.: 62514 REVISIONS ' 2 MIN. REV OESCRIPIpfI alE APPROVED EDGE DISTANCED A REVISED ANCIIOR SPACING & CHARIS 07/11/16 R.L CONCRETE/MASONRY 0 REVISED CLASS 10/02/17 R.L BY OTHERS a 1 1/4" MIN. OPTIONAL 1X DUCK EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 SHEET 1 EMBEDMENT I 1/4" MAX. CONCRETE/MASONRY SHIM SPACE OY OTIICRS 1/4" MAX. BACKER ROD SIIIM SPACE a do APPROVED SEALANT 16" TAPCON3." 3/16" TAPCON INTERIORa '' •,* 18ACKER INTERIOR 2 1/2" MIN • EDGE • a DISTANCE EXTERIOR OD Ac APPROVED OPTIONAL IX BUCK SEALANT EXTERIOR SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL CONCIIETHMASONRY INSTALLATION SILL TO DE SET IN A BED OF NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. h APPROVED STRUCTURAL 2.PERIMEIERAND JOINTSEALANI'BYOTHERS TOBE SFA AN r SEALANT DESIGNED IN ACCORDANCE WI III ASl M E2112 SIGNED: 12/14/2017 OPTIONAL IX BUCK 1/4" MAX MI WINDOWS AND DOORS, LLC 1111IIIII7j1 SEE NOTESI E r SHIM SPACE 650 WEST MARKET STREET R • L 4jq E NSA; r GRAT2, PA 17030-0370 r• •G •,lt CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW A" No,,ssyrDY OrHERS S2" X 72" NON -IMPACT DETAILS ipj( sioa• _ q0 S AT Of •k{l y, FLANGE INSTALLATION0' e' .. NCN• owcNo. 08-02549 RB d% aG\` 11jo11IAI11\ SfXE NTSarE12/29/14 6NEE16 Of I I VERTICAL CROSS SECTION L RMERTOLOMASP.E. Luis R. Lomas P.E. CONCRETEiMASONRYINSTALLATION a. 2WOODFORDRDLEWISvnLE,NC27023 FL No.: 62514 34"80sos °lanna rbn apsoon WOOD FRAMING OR 2X 'BUCK BY O111ERS BACKER ROD J A APPROVED SEALANT EXTERIOR 1/2• MIN EDGE DISTANCE 1/4- MAX. J SHIM SPACE 10 WOOD SCREW INTERIOR SILL 10 BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT A APPROVED SEALANT 1/4• MAX. SHIM SPACE WOOD FRAMING f OR 2X BUCK BY OTIIERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X DUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTIIERS, NOT SIIOWN FOR CLARI I Y. 2. PERIMETER AND JOINT SEALANT BY OT I fERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. EMBEDMENT 1_ 1/2• MIN EDGE. DISTANCE Alo woo SCREW / REVISIONS ' OCSCWPIION MIE I APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R L REVISEO CLASS 1 10/02/17 1 RL.' h_ 1/4" MAX. I SHIM SPACE INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS C R ROOAKE D A APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI 650DOWSWEST1A4A D EOOOREET LLC GRATZ. PA 17030-0370 S !a I IL 04j GENSegP SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 • y 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS y• co2a_ 7J , SAT Of •eye FS ;c[ ORIOP •G`\ i s'0NA j1Sa\\ DRAWN: owc Im. 08 REV 8 scALE NTS aIE 12/29/ 14 s" 579 OF I 1 Luis R. Lomas P.E. FL No.: 62514 L ROGERIO LOMAS P E. 1432 WOODFORD RD LEMSWLLE. NC 2AW 434.666.060 mo tffl**.ftaW m a REVA011S 2 1/2-MIN. REv OESCPoVrgN WE APPa0VE0 EDGE DISTANCE A REVISED'ANCHOR SPACING 6: CIIARTS 07/11/16 R.L. CONCRETE/MASONRY B REVISED CLASS 10/02/17 R.L. BY 0111ERS 1 1/4- MIN. OPTIONAL 1X BUCK EMBEOMENf EMBEDMENTSECNOIES3 - 7 SHEET 1 CONCRETC/MASONRYIBYO111ERS OPTIONAL IX BUCK 1/4- MAX, SEE NOTES 3 — 7 a SHEEP 1 BACKER ROD 1 SIIIM SPACE APPROVED SEALANT 3/16- TAPCON . 1/4- MAX. 3/ 16- TAPCON I SIIIM SPACE INTERIOR INTERIOR 2 1/2- IMIN.a'•' EDGE DISTANCE EXTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET BACKER RODB IN A BCD Of APPROVED NOTES: I.INTER/OR AND EXTERIOR FINISHES. DY07IICRS, APPROVED SEALANT STRUCTURAL NOT SIIOWN FOR CLARII Y. SEALAN 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO OE OPTIONAL IX BUCK 1 /4- MAX DESIC+NED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017SCENOTE3 — 7 SIIIM SPACE SHEET 1 MI WINWINDOWS AND LLC LO CONCRETE/MASONRY WEST EDOORS, T S R! I BY OTIIERS e GRATZ. PA 17030-0370 GENg`;gl+y SERIES 185 ALUMINUM SINGLE HUNG WINDOW k e • 52" X 72" NON.IMPACT O 4` s07 a'' .. •.. FINLESS INSTALLATION DETAILS 7 , STAT OF 'w ORIO'. ORAMN: DWC N0. REV G.08 B O[` i/sS OMAVERTICALCROSSSECTIONCAENTSoA1E12/29/14 Ect 99 OF 11 aG\\` CONCRETE/MASONRY INSTALLATION 1. ROBERro LOADS P.E. 14MWOOLTORD RD LEVASWEE• NC 2=2 Luisis NoLomas P.E. R. 625144346" am alamasl elee u e [om APPROVED SEALANT BEIIIND FIN ' 7/16" MIN EDGE DISTANCE INTERIOR EXTERIOR 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEIIIND FIN 1 1/4" MIN. EMBEDMENT N8 WOOD SCREW LMULUMLNI VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING BY OTIIERS WOOD FRAMING BY OTIIERS 1 I/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/ 16" MIN EDGE DISTANCE REVISONS ' REV DESCRIPTION A ' REVISED ANCIIOR SPACING & CHARTS B REVISED CUSS 1/4" MAX rl r SHIM SPACE p8 WOOD SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL OD FRAMING OR 2X DUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. DY OTHERS, NOT SHOWN FOH CLAHII Y. 2. PERIME I ER AND JOINT SEALANT BY Ol HERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN. Owa NO N.G. 08-02549 SME NTS JDAIE 12/29/14 ISIIEEIIO OF 11 L AOOF.RTOIOAIASPE. 1432 WOODFORD RD LEWISVILLE. NC 27023 4346E8•0609 ftmsBViwmpee DAZE I APPROVED 07/11/I6 RL. 10/02/17 R.L. SIGNED: 1211412017 0 111111111 1 a. C 04,i i 0 •GENSF.9,pzz Tir-AT OF ' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTIIERS APPROVED SEALANT 1/2- MIN r EDGE DISTANCE 1/4- MAX. SIIIM. SPACE R , "IS OR SELF DRILLING p10 SMS OR INTERIOR SCREW SELF DRILLING INTERIOR SCREWS REVISgNS ' REV . OESCRWI1011 A" -REVISED ANCIIOR SPACING A CIIARIS 6 REVISED CLASS 1/4- MAX. SHIM SPACE SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT PV 1/4- MAX. r SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL S1 RUCTURE I/JSTALLAIION NOTES• 1. INTERIOR AND EXTERIOR FINISIIES, OYOTHERS, NOT SHOIVN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS Tow DESIGNED IN ACCORDANCE Wlll ASTM E2112 1/2- MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE BACKER ROD APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWIt D1rC RD. N.C. 08-02549 Sc&r NTS IOAIE 12/29/14 1 SI¢Er8 OF 11 L 11WERI10LOMASPE. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-ma0mg NWMtokbm"p9Cdn w.lE I APPROVED 07/11/16 R.L. 10/U2/17 R.L SIGNED: 1211412017 1R I IL J•C F N' q. v1t1l0155c•7. TAT E OF W ONAL Luis R. Lomas P.E. FL No.: 62514 F 2 3/ 16" 13/1 lT_j FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 2 5/ 16' --I 3 3/8" r FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK I I 5/B" 13/4" LOCK RAIDS 'ILE CM-18505 ALUMINUM 6063-T5.062' THICK 1" GLAZING BEAD CM-18535 RIGID PVC .050' I HICK 1 7/8'. •- 2 3/16" FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055' TIIICK 1 7/16" 2 5/16" r SASH BOTTOM RAIL CM-1855S ALUMINUM 6063-TS 050' THICK I1 15/I6" SASH STILE CM.18507 ALUMINUM 6063-T5.050' TIIICK 2 3/16" —I 1 5/16" 1 FINLESS FRAME HEAD CM.18553 ALUMINUM 600.75.050' TIIICK 2 5/ 16" --I 3 3/4" FIN FRAME SILL CM_ 18509 ALUMINUM SW-T5.055' TIIICK 1 1/8 FF 2' L MEETING RAIL CM-18504 ALUMINUM 6063-T5.055' )HICK 1 3/8I F 2 3/16" FINLESS FRAME JAMB CM.18513 ALUMINUM 6063.T5 050' TIIICK 2 3/ 16" — I 2 5/ 16" FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050' THICK 2 3/8" -- F-- 2 FIN FRAME JAMB CM-I6510 ALUMINUM 6063-T5.050' THICK RENSgNS DESCIMPIION OAIE APPROVED REVISED ANCIIOR SPACING tr CIIARTS 07/11/16 R.L REVISED GLASS 10/02/17 R.L 5/8" _ 1/8" ANN. — 1/8" ANN. 1/8" ANN. 090 PVO BY KURARAY METAL REINFORCED DUNE SPACER EXI I ERIOR I INI ERIOR 1/2" DIIE SILICONE SCALANT SETTING DLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAWN owe No N.G. 08-02549 V-kf NTS I DAIE 12/29/14 1SHEET I I OF I L. RORERIO LOMAS P.E. 1432 141700TOR0 RO LEIVISVILLE. NC 27023 SIGNED: 1211412017 2 3gl aTATc Orf oj Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 ii s - tit e - , . -•a t c SOS Fame I tog to I user Registration Mot Topic I Subnut Surcharge I Stab 6 Facts a Publications ! FSC stay I SCLS Site Map I units I search I zca pr m Product Approval USER: Public user Product Approval Menu > Product or 4paflraoon Search > Application List > Application Detail 4- '• FL # FL15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved L! MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2011 2008 https://w-ww, floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ,A,tDgtH8 5 72gvd WI... 1 /31 /2018 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R9 II 06-02357B.0df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 513124B.odf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R9 II 08-029d9.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 513783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 1Sa54.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 it 08-02948.0df consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R9 AE 513782.Ddf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL153d9 R9 C CAC APC 8272.0df Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 R9 II 08-016145.Ddf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1534,9 R9 C CAC APC 7962.odf Approved for use. outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 11 08-01613B.Ddf consisted of 5/32" annealed exterior - spacer - 5/32" • Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 P.9 AE 512277B.Ddf Created by Independent Third Party: Yes east nex Cantata Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-a87-182a The Sate of Florida is an AA(E=-0 employer. copyright 2007-2013 State of Ronda, :: 2M aev 5Mament :: Accessibility Statement :: Refund Statement https://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvd WI... 1/3 1/2018 Florida Building Code Online Page 3 of 3 Under Fonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.487. 095. '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 wren to supply a Personal address, Please provide the Department with an email address which an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Ira CredR Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWZ... 1/3 1/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH ' REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTIIER STRUCTURAL SUBSTRATE MATERIAL. 5. WIIERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISIIED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITII LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. OESCRWMN DATE APPROK0 REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SIIOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME 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 S14OWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCIIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: IIOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048ry FY-33KS1/FU-52KS1 OR ALUMINUM 6063—T5 FU-30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TABLE OF CONTENTS DRAwN owo DESCRIPTION J.L. 08-02357 I NOTES WALE NTS °ATE 09/03/14 SET 1 OF 12 2 — 3 ELEVATIONS. CHARTS AND GLAZING DETAILS L. AWER70 LOADS AE I432 WOODFORD RO LEWISVILLE, NC 27023 4 — 12 INSTALLATION DETAILS 434 6".0mg ffl m so4bmva OONI SIGNED: 11/15/2016 0 6 .,= p . 6 TE OF PF•'c[ORTO;• 1 NA `IEaG\ Luis R. Lomas P.E. FL No.: 62514 ACIASKM ' 72 1/2' MAX FRAME WIDTH pEV OESCRroIa]N DAZE APPROYEO MAX r—r 181 MAX O.C. A 6' MAX A REVISED INSTALLATION OETAIIS 06/01/15 R.LN07ES: 6' 1. MAXIMUMD.LO.: 69314'X693/4' B REVISED NAME AND ADDRESS 10/27/16 R.L J_ CHART#1 18' j Number of anchors required (wl hoot rigid filler MAX O.C. Franla widdr In 24.00 0.00 600 42.00 46.00 64.00 6000 66.00 72.50 1 HAS amb 1165 amb HAS amb HAS amb HAS amb IIAS amb HAS amb HAS amD HAS arrrbElbight2222] 2 2 2 4 2 4 2 4 2 5 2 2 2 2 2 2 2 2 4 2 4 2 4 2 S 2 71 1/2 2 2 4 4 S S MAX 42A0 2 2 4 S S 6 FRAME r o.o0 2 2 4 S e e HEIGHT 64.00 2 4 2 4 4 4 4 4 4 S 4 6 4 7 4 j 60.00 2 4 2 4 1 S S 4 S S S 6 S 7 S 88.00 2 1 2 4 s s e 1 e s e e e 7 e 11.60 2 S 2 S S 6 e 4 7 S 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 01 & #2 EXTERIOR VIEW CHART #2 FOR NUMBER OF ANCHORS REOUIRED Number of anchors required (with rigid filler 72 1/2' MAX FRAME WIDTH Frar„e Frame wldlh (In) 6' MAX — IB' MAX O.C. Ihl0h1 24.00 3000 10.00 42.00 40.00 64.00 6000 6e.00 7t.So I —I 6' MAX In) HAS emb HAS Jamb HAS Jamb HAS nib HAS 6mb 11A5 pan HAS nib HAS nib HAS Jamb 2100 2 2 2 2 2 2 2 4 2 4 2 1 2 S 2 0.00 2 2 2 2 2 2 2 1 2 4 2 1 2 S 2 L MOO 2 2 4 4 S 6' Id X 42.00 2 2 41 1 1 S 46.00 2 2 4 4 4 S N00 2 4 2 4 1 1 4 1 4 4 1 1 60 00 2 4 2 4 4 4 4 4 4 4 4 4 L 71 1/2 1B 66.00 2 4 2 4 4 4 1 1 4 1 1 1 gjMAXMAXO.C. 7160 2 S 2 S S S S 1 S 4 S 4 FRAM SEE SHEETS 4.7 FOR INSTALLATION DETAILS T REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOUIRED DESIGN PRESSURE ItATING IMPACT RATING t60.0PSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION h CHARTS DRAWN: OWG N0. 08-02357 SCALE NTS DAZE 09/03/ 14 1 SNEET 2 OF 12 L IMEWO 1.00AAS P E. M32 WOODFORD RO LELVISVILLE, NC 27023 434.688 am tam SIGNED: 11/15/2016 G E N `rE' 04y,-1, o6 *: DIAT OFlil B is aNAi1 a`\ Luis R. Lomas P.E. FL No.: 62514 RENSIONS 72 1/2" MAX FRAME WIDTH -- REV OESCMPfgN 6" MAX — 116" MAX O.C. —I • — 6" MAX A REVISED INSTALLATION DETAILS B REVISED NAME AND ADDRESS j NOTES 1. MAXfMUM D.L.O.' 69 3/4• X 68 3/4' 16" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTEnIon VIEW ANCHORS REOUIREO 72 1/2" MAX FRAME WIDTH 6' MAX —I I 1- 18" MAX O.C. —I — 6" MAX j I MAX D.C. 1 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXIEn/OnVIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE CHART#3 DAZE APPROVED 06/01/I3 R.L. 10/27/16 R.L. Number of anehon re u11od Bn Inslallallon Frama width (lnl 2100 20.00 6.00 4200 42.00 64.00 G0.00 64.00 7t.60 HAS am0 NAS Jambi HAS amb HAS onto HAS amb HAS amb HAS amb HAS Lamb IIAS amb 3 3 3 3 4 3 3 4 3 5 3 5 6 3 3 3 3 3 3 3 4 3 4 3 3 S 3 S 3 6 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 S 3 6 3 3N4L003 4 3 4 3 4 4 4 4 4 4 4 S 4 S 4 a 4 3 4 3 4 3 4 4 4 4 4 4 4 S 4 s 1 6 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 3 5 3 S 3 S 4 5 4 5 4 S 5 S S S 6 5 3 s 3 6 3 S 4 S 4 S 4S S 5 S 5 e S 3 6 3 a 3 e 4 e 1 4 e 4 6 s 6 5 6 6 0 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2• PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN: DWC NO. J.L. 08-02357 SALE NTS I OAtE 09/03/ 14 SNEE7 3 OF 12 L. nOBERIO LOMAS P E. 1432 LVOODFORD nD LEWISVILLE. NC 27023 434 688.0609 r6bmaar6 k"" COM SIGNED: 11/15/2016 1I I l jjj R L Of,q GENSF'` r 0 6 •*= 0 • rrrr'T?. 1` ST'ATE OF i O •. QNA 11 a\\ Lute R. Lomas P.E. fL No.: 62514 RLMSIONS 1 /2". MIN. R(V OESCRWIION OAK APPROVED I EDGE DISTANCE 3/4" MIN A REVISED INSIALIAIION OETNLS 06/01/15 R.L. WOOD FRAMING MIN. EMBEDMENT' METAL EDGE DISTANCE B'• REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCK EMBEDMENT STRUCTURE BY OTIIERS 1/4' MAX. BY OTHERS SHIM SPACE MAX. r BACKER ROD J SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEALANT 10SMSOR 10 WOOD SCREW DRILLINGEILLINGSELF SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF SCREW KILLING BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED 1/4" MAX. APPROVED SEALANT 1 4' MAX. SEALANT SIIIM SPACE SHIM SPACE WOOD FRAMING I MCTAL-,__" NOTES: STRUCTURCOR2XBUCKEMBEDMENTBYOTHERSI INTERIOR AND EXTERIOR FINISIIES,BYOTHERS, BY OTI IERS NOT SHOWN FOR CLARITY. 3/ 4' MIN 2. PERIMETER AND JOINT SEALANT BY 07IIERS T O BE EDGE DISTANCE DESIGNED IN ACCORDANCE WIT) I ASTM E2112 1/ 2 MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX, EMBEDMENT r SIRM SPACE AL I/2" MIN. EDGE OISTANCE INTERIOR I10 WOOD SCREW / WOOD FRAMING J/ EXTERIOR OR 2X DUCK BACKER ROD BY 0111ERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4' MAX, rSIIIM SPACE 3/ 4' MIN. EDGE OISIANCE INTERIOR 10 SMS OR SELF GRILLING SCREWS METAL EXTERIOR SIRUCTURE BACKER ROD BY OTIICRS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED 11/15/2016 MI WINDOWS AND DOORS, LLC 1111111II777, RL650 W. MARKET ST. GRAT2, PA 17030 J S Off/ v• VrEN,9-. 0. 6FO; SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FILLERS 5 FINLESSINSTALLATIONDETAILSWITHOUT0 ; 6TAT ORAVIN• owC Ia. REV OB SDf 357 a Luis R. Lomas P.E. FL No.: 62514 seALE aR? NTS09/03/14 4 OF 12 L. ROBER OLOMASAE 1432 WIOODFORD RD I EWISVR LE NC 27023 434 6U W09 dbmot@kkWA5Pa tam RMSIONS ' DCSCRIPIDN M1C APPRWEO 2 1/2" MIN. REVISED INSTALLAIION DETAILSJA O6/01/15 R.L. EDGE UISTANCEREVISED NAME. AND ADDRESS 10/7.7/16 R.L. CONCRETE/MASONRY BY OTHERS a 1 1/4' MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOIES 3 — 7 SIIEEI 1 o CONCRETBYBACKERR00J1/4" MAX. OTHERS 1/4" MAX. IdoAPPROVEDSHIMSPACE SIIIM SPACE SEALANT OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD ba — ae APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL IX BUCK SIIIM SPACE MIN. a SEE NOTE 3 — 7 SHEET 1 EDGE EXTERIORDISTANCE BACKER CONCRETE/MASONRY APPROVED BY OTIIERS e 1 1/4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE/MASONRYwSrALLATION 2 1/2" MIN. EDCE DISTANCE VERTICAL CROSSSECTION CONCREI E/MASONRY INSTALLATION SIGNED' 11/15/2016 MI WIND OWw M^DXETDOORS, LLC 0 //i,, GRAT2• PA 17030 ST.\\\J`S 41 G E t, NOTES, SERIES 185 ALUMINUM FIXED WINDOW A1I10 *- I. INTERIOR AND EXTERIOR FINISHES.8YOTHERS, 73" X 72" NON —IMPACT Q L s1.02• NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITIIUT FILLERS A • TAT Of, •fjj 2. PERIMETER AND JOINT SEALANT BY 011 IERS TO BE DESIGNED IN ACCORDANCE WITII ASTM C2112 ORAW11• OWC ND J.L. 08 023 8 iONA a1cScmcNTS 09/03/14 s5 OF 12 11\ L. ROBERIOLOMASPE. Luis R. Lomas P.E. 1422 WUODFORO RD LEWISVMLE, NC 27029 FL No.: 62514 194666OM9IlkmeStsOYbn4ttplCW/R RENSIONS 1/2" MIN. REV OESCRVECN UA1E APPf10VED F EDGE DISTANCE 3/4" MIN A REVISEO INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING 1 1/4" MIN. METAL r--r EDGE DISTANCE 0 REVISED NAME AND ADDRESS 10/27/16 RL. OR 2X DUCK EMBEDMENT STRUCTURE BY OTHERS 1/4"MAX. BY 0111ERS r SHIM SPACE 71 /4 MMAX BACKER ROD AL APPROVED SHIM SPACE BACKER ROD de APPROVED RIGID FILLER SEALANT RIGID FILLER SEALANf 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR j 10 SMS OR 10 W000 SCREW SELF DRILLING SCREW BACKER APPRODROVEDde APPROVED SCALANf RIGID FILLER 1/4' MAX. SIIIM SPACE DACKER ROD APPROVED SEALANT RIGID rILLER 14 MAX SIIIM SPACE WOOD FRAMING METAL NOTES: OR 2X BUCKOR EMBEDMENT 1.INTERIORAND EXTERIOR FINISHES. 8Y0THERS. BY OTHERS OY OTHERS NOT SHOWN FOR CLARITY. 3/ 4 MIN I2 PCRIMETER AND JOINT SEALANT BY OTHERS TO BE I_ EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE 1— 1/ 2IN. j f RIGID FILLER M EDGE DISTANCE INTERIOR 1/ 4' MAX. SHIM SPACE RIGID FILLER 3E DISTiNCE" ll INTERIOR EDGE 10W000 — # 10 SMS OR SCREW SELF DRILLING SCREWS WOOD rRAMING EXTERIOR METAL EXTERIOR yp OR2X BUCK BACKER ROD STRUCTURE BACKER ROD BY OTHERS & APPROVED BY OTHERS h APPROVED SEALANT SEALANr JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 11/ 15/2016 MI WINDsoWw. MnDK DOORS, LLC a 11to GRATZ, PA 17030 VGENSF ,rP 1110,,6126/ 1 '_ SERIES 185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT RIGID FILLERS o Ty (>r€Tel TAT • rINLESS INSTALLATIONDETAILSWITHA • Of Oi•s!' pt0NMCI" 'a• Of1AWN• O NO. REV J.L. 08 57 Luis R. Lomas P.E. ENTS alE 09/ 03/14 SIEEr 6 OF 12 L RODERTOLOMASRE 1492 WOODFORD RD LEWISWLLE. NC 27W2J FL No.: 62514 434.666.0609 rRmMS@E&w6pnc m REVrMus REV DESCRIP110N WIE APPROVED 2 1/2" MIN. A REVISED INSTALLATION OEIAILS 06/01/15 R.L. EDGE DISTANCE I 0 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCREIE/MASONRY BY 0711ERS a ' •. 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK a• EMBEDMENT SEE NOTES 3 - 7 SHEET I CONCRETE/MASONRYBYBACKERRODJ1 /4" MAX. RS I /4" MAX. EL APPROVED SHIM SPACE SHIM SPACE SEALANT OP110NAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSIIEET1 3/16" TAPCON c • •• EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD h APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK 51I1M SPACE SEE NOTE 3 - 7 SI IECI I EDCE DISTANCE a EXTERIORj\\ BACKER R00B CONCRETE/MASONRY APPROVED BY Of11ER5 n • 11/4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL e•, ° : .. CONCREI &MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 DOORS, LLCMIWINDOWS R 11` lo,i/' DW. MARKET 5 G E GRAT2, PA 17030 NS • FNOTES. I INTERIOR AND EXTERIOR FINISHES.8YOTHERS, SERIES 185 ALUMINUM FIXED WINDOW yfi NOTSIIOWNFORCLARIIY. 73" X 72" NON -IMPACT FILLERS Oa` M0ro-; TAT2PERIMETERANOJOINTSEAUINTOYOTHERSTOREfINLE55INSTALLATIONDETAILSWITHRICIDrDDESIGNED IN ACCORDANCE WITII ASTM E2112 n© iO . OR1 DRAWN: owe NO. 08- 02357 7s7jIOI SCALENTSDAIE09/03/ 14 SIIEEI 7 OF 12 j1Al L ROWER/OLOMASP.E. Luis R. Lomas P.E. 1432 WOOOFORO RD LEIVISVILLE, NC 27029 FL NO.: 62$14 194. 8ss•OsOs /MmAfI IR mve.com WOOD FRAMING OR 2X DUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEIIIND FLANGE 1 /2" MIN. EDGE OISIANCE 1 1/4" MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS. BACKER ROD & APPROVED SEALANT BEIIIND FLANGE I 1- ,,, I ^ MIN 1 1/4' MAX. SIIIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SEAS OR 10 WOOD SCREW SELr SCREW DRILLING BACKER ROD k RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. If SIIIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. METAL STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 3/ 4" MIN _h l 1/ 2" MIN EDGE DISTANCE h EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING, OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SIIIM SPACE 1/ 2" MZ IN. EDGE DISTnNc INTERIOR If10 WOOD — SCREW W000 FRAMING s mn EXTERIOR OR2XBUCKBY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. SIIIM SPACE 3/ 4" MIN. 7"] INTERIOR EDGE DISTANCE 10 SMS OR DRILLING 1SELF SCREWSMETAL EXTERIOR STRUCTURE BACKER ROD & DY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REASONS ' RLV oEsCRIPION SATE APPROJE0 A REVISED INSTALLATION OETNLS 06/01/15 R.L. B 1 REVISEO NAME AND ADORESS 10/27/18 R.L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOIHERS, NOT SIIOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITII ASI M E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS BRAWN• OWC NO REV J. L. 08-02357 B SGIE NTS JQAIE 09/03/14 1SHEET OF 12 L. ROBERTO LOMAS P E 1432 W"FORO RD LEW ISVILLE. NC 2702J 43o699. 0609 /RmR+sd*lwwsIw aam SIGNED: 11/15/2016 0 7 iG G fVS ,P tfr • D,.g2g . elel. ioi• TAT E OF ` Fs 0R10t i,, Z ONA"6\\. Luis R. Lomas P.E. FL No.: 62514 REVISMS r REV OESCRIPIIMI DATE APPROVED 2 1/2 MIN. A REVISED INSTALLATION DETAILS 06/01/I5 R.L. EDGE DISTANCE I 0. REVISED NAME AND ADDRESS 10/27/10 R L. CONCRETE/MASONRY BY OTHERS 1 MIN _ 1 1/4" MIN. EMBEDMENT OPTIONAL IX DUCK EMBEDMENT SEE NOTES 3 — 7 rSHEETI 6 CONCRETE NRY BACKER ROD do 1 4 MAX Y UIIIIIERS I 1/4" MAX. APPROVED SEALANT I SHIM SPACE SHIM SPACE DCIIIND FLANGE OPTIONAL IX BUCK r SEE NOTES 3 — 7 SIIECT 1 3/16" TAPCON c EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/I6" TAPCON BACKER ROD do i APPROVED SEALANT BEHIND FLANGE OPTIONAL IX DUCK 1/4" MAX. SHIM SPACE 2 1/2" MIN a •' SEE NOTE 3 — 7 EDGEEDGE SHEET t DISTANCE EXTERIOR DACKER ROD doCONCRETE/MASONRY I J BY 01HERS n L 1 1/4" MIN. APPROVED SEALANT BEHIND FLANGE a. EMBEDMENT JAMB INSTALLATION DETAIL a . e CONCREI E/MASONRY INSTALLATION 4 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE tWIlI ASTM E2112 SIGNED: 11/15/2016 DOORS, LLCMIWINDOWw a i1`1o.OzMNDKETST.`\`J\5 E NSAGRATZ. PA 17030 G IP y SERIES 185 ALUMINUM FIXED WINDOW 73 X 72 NON —IMPACT f VOFTAT •4y,A` FLANGE INSTALLATION DETAILS WITHOUT FILLERS 0, I`tcS;c[OR10P G oRAwu• owc No. REV J.L. 08 2357 a Luis R. Lomas P.E. a¢ sNTS09/03/14 9 Of 12 L.RODEnIOIOMASPE 1432 WOODFORD RD LEWISVII E. NC 27023 424.6EE OM9 dbMSOJIIDM Wp FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD A APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD de APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SIIIM SPACE WOOD FRAMING 1 1/4- MIN. OR 2X DUCK EMBEDMENT BY OTIIERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X DUCK INS IALLATION REVISIONS REV DESCRIPTION DOE APPROVED 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL r EDGE DISTANCE STRUCTURE 11 REVISED NAME AND ADDRESS 10/27/16 R.L. OY OTHERS 1/4" MAX, SHIM SPACE BACKER ROD dr 1 ttAPPROVEDSEALANTI RIGID FILLER BE111N0 FLANGE 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD dL APPROVED SEALAN! RIGID FILLER BEIIINO FLANGE 1/4" MAX SHIM SPACE NOTES: METAL 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. STRUCTURE NOT SHOWN FOR CLARITY. OY O I I IERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN I IEDGEDISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX. 1 1/4" MIN. _ 1/4" MAX. SIIIM SPACE EMBEDMENT SIIIM SPACE RIGID FILLER RIGID FILLER 1/2" MIN. 3/4" MIN. EDGE DISTANCE INTERIOR SIGNED: 1111512016 EDGE OISTANC I INTERIOA MI WINDOWS AND DOORS, LLC 1111111/17,, YJ n 650 W. MARKET ST. R • '%lq4 GRAT2. PA 17030 v• •G E N S s yIII10WOOD10SMSORJ SCREW SELF GRILLING SERIES 185 ALUMINUM FIXED WINDOW A111am 6 •I= SCREWS 73" X 72" NON —IMPACT J>k a (t[I e1.lpT• WOOD FRAMING EXTERIOR METAL 0 EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 75 , TAT OF 'a. OR 2X BUCK BY OTHERS BACKER R00 do STRUCTURE BY OTHERS p.CKCR ROD do DRAWN oIro Ia 08 REV B se, S R10P APPROVED EASEALANT D SEALAN! APPROVED S1/)NA 11!`\ BEHIND GALE arE S E357NTS09/03/14 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROOERfOLOMASPE Luis R. Lomas P.E. WOOOFRAMINGOR2XBUCKINSTALLATION METAL STRUCTURE INSTALLATION 14,22W000FORDRDLEWISV¢LE.NC27M3 fL No.: 62514N."BOW9 REVISIONS REV DESCRIPTION DAIE APPROVED 2 1/2" MIN. A REVISED INSTALLATION OEIAILS OB/Ol/IS R.L. EDGE DISTANCE I 0 REVISED NAME AND ADDRESS 10/27/I6 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 v CONCRETES NRY BACKER ROD &/ 1 4 MAX. OTOERS I 1/4" MAX. APPROVED SEALANT SITIM SPACE SHIM SPACE BEHIND FLANGE OP110NAL IX BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLERSHEETI 3/16" TAPCON v EXTERIOR INTERIOR 3/16" IAPCON INTERIOR 3/16" TAPCON BACKER ROD & loCiNuAPPROVEDSEALANT RIGID FILLERBEHINDFLANGE OPTIONAL IX BUCK I 1/4" MAX. SHIM SPACE 2 1/2" MIN. SEE NOTE 3 — 7 EDGE v SIIEET 1 o1s1nNCE EXTERIOR BACKER ROD & CONCRETE/MASONRY BY OTIIERS A1 L 1/4" MIN. APPROVED SEALANT BEHIND FLANGE A. EMBEDMENT JAMB INSTALLATION DETAIL e . CONCRET&MASONRY INSTALLAT ION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND ORS, LLC NOI. NEE IORANDEXTERIORFINISHES.BYOTIIERS. MARKET GRATZA 17030 v/. NOT SHOWN FOR CLARII Y. vJ S`CEiVs''f F . SERIES 185 ALUMINUM FIXED WINDOW*• 2.PERIMEIERANOJOINISEALANTBY0111ERSTOBE 0.61261 •• DESIGNEDINACCORDANCEWITIIASTME2112 73" X 72" NON —IMPACT o (iLOdr¢` FLANGE INSTALLATION DETAILS WITH RIGID FILLERS O; STATE OF ty 1p1VARI1O1 PaG\weaREvOB50357 flBDMWN: 0\ SGENTS arE 09/03/14 11 OF 12 Luis R. Lomas P.E. fL No.: 62514 L. IIORERTOLOAIASPE' 1432 WOODFORD RD I FMSVN I E. NC 27023 434 666.0609 I1Oaas(610 wwM tan REVISIONS REV OESCRIPIDN IMIE APPROVI:D A REVISED INSTALLATION DETAILS 66/01/15 R.L. APPROVED 8 REVISED NAME AND ADDRESS 10/27/16 R.L SEALANT BEHIND FIN 1 1/4" MIN. CMBEDMENf 6 WOOD W000 SCREW fRAMINC BY OTHERS IU1g11 111g6 F SHIM WOOD FRAMING ,I 1/ 4" MAX 3/ 8" MIN BY OTIICRS SHIM SPACE EDGE DISTANCE d6 WOOD INTERIOR SCRCwINTERIOR EXTERIOR 1/ 4" MAX I7 r SHIM SPACE 3/ 8" MIN It n__ ll1 - r EDGE DISTANCE J p6WOODWOOD SCREW I FRAMING APPROVED II_ _ 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X DUCK INSTALLATION 1 1/4" MIN. v -E EMOCOMENfIpT- APPROVED SEALANT OEIIIND FIN EXTERIOR 3/ 8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSI ALLA I10N NOTES: 1 INTERIOR AND EXTFRIOR FINISHES, BV OTHERS, NOT SHOWN FOR ClARIIY. 2. PERIMETER AND JOINT SEALANT BV OTHERS TD BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRAWN: OWC NO, J. L. 08-02357 Is" LE NTS aTE 09/03/14 SIIEEI 12 Of 12 L R08ERI0L0MA§P.E 1432 WOOOFORO RO LEWISVR LE, NC 2=3 434- ma4m 111omasewwwwcnm SIGNED: 11/15/201G 5 1I1111t O //,,,/ S 61 TAT Of Of REV '^ F'' clORID a. 01 VA 11EaG` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 E: LTq 2 fno 1:' T - =s! r, U : mV SCIS Home I top In i Use, Regaitraoon Not Too= Submit Surcharge Stats a Facts i Publications ! FaC Stair aCS Site Mao Unks Search Ronda W Product Approval USER: Public User Product Approval Menu > ProduG pr Applippon Search > Application List > Application Detail FL + FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived G Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cs Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R3 COI FLCOi.odf Standard AAMA 450 Method 1 Option D Year 2010 https://www. floridabuildina.ora/pr/pr_app_dtl.aspx?param=wGEVXQw-tDgtH85 72gvdWIS... 2/ 1/2018 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/16/2017 10/23/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 15353.1 15764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01448B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLi5353 R3 AE 5120728.0df span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5353 R3 II 08-01439B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120635.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F1-15353 R3 II 08-014496.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512073B.odf span: 156-3/8' Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 iI 06-014406.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512064B.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014428.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84'. Max mullion FLi5353 R3 AE 5120666.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5353 R3 II 08-014518.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLi5353 R3 AE 512075B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014528.odf Approved for use outside HVHZ: Yes. Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLi5353 R3 AE 5120766.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5353 R3 II 08-014438.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 https://www.floridabuildino.oriz r/pr_app_dtl.aspx?param=vvGEVXQwtDgtH8572gvdWIS... 2/1/2018 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120678.odf span - 83" Created by Independent Third Party: Yes I 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01453B odf Approved for use outside HVHZ: Yes Verified By: Luis R Comas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 5120778.odf span - 156-3/8" Created by Independent Third Patty: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL15353 R3 II 08-0144dB.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 1`115353 R3 AE 512068B.Odf span: 83" Created by Independent Third Patty: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01454B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84'. Max mullion FL15353 R3 AE 512078B.odf span: 156-3/8". Created by Independent Third Patty: Yes Back n© Contact Us :: 2501 Blair Stone Road, Tallahassee Fl. 32399 Phone• 850 7-1824 The Sate of Flonda is an AA(E 0 employer. Coovncht 2007-2013 52 Me 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 ta a public -records request, do not send electronic mail to this entity. Instead, contact the ofice by phone or by traditional mail. It you have any questions, please contdG 850.487.395. -Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.5 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 an be made available to the public To determine if you are a licensee under Chapter ASS, F.S., please dick here . Product Approval Accepts: M go .00 ® Crwa card Safe https:Hw- A;-w. floridabuildin2.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8 5 72gvdWIS... 2/ 1/2018 NOTES: 1) THE PRODUCT SIIOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 10 STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCIIOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS UP 10 WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 10 MUL ION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY 1HE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WID111 AND IIEIGIIT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SIIOWN IIERCIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED IICREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO 1111S DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE C14APTER 16. 2) DEIERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIOT11 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDT14 RESPECTIVELY IS TIIE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER TIIAN REOUIREO DESIGN PRESSURE OBTAINED IN STEP 1 REYMMS RCV OESCRIPRON 0AIE APPROVEO A REVISED INSIALLAIION OETAIIS 06/10/15 R.L. B REVISED ANC110RING NOTES h INSIL BET. 06/07/17 IRL ANCIIORING NOTES- 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACIIIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCIIORS AS SIIOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACIIIEVE A 1 1/4" MINIMUM EMBEDMENT WITH V MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCI IORINC INTO METAL USE # 10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INFERIOR WALL. LOCATE ANCIIORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCIIORS SIIALL BE INSTALLED IN ACCORDANCE WITII ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SIIALL NOT BE USED IN SUBSTRATES WITH SfRCNGTIIS LESS THAN THE MINIMUM SIRENGTII SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 0. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I (OR GREATER). 0. METAL STRUCTURE —STEEL 18GA (048") FY-33KSI/FU-52KS1 OR ALUMINUM 6063-75 FU=30KS1 .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 1910 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACIIIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM CACII MULLION END AND 12" MAX. 0 C. THEREAFTER STAGGER SCREWS AT CACII WINDOW. TRIBUTARY WIDTH wl + W2 2 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN TABLE OF CONTENTS GENERAL NOTES SHEET NO. DESCRIPTION oruwer awc Ia I NOTES V.L. 08-01439 2 CONFIGURA I IONS AND OP CI IARI SCALE NTS loAlr 01 / 1 1 / 12 1 SHEET I OF 4- 3 INSTALLATION DETAILS L.ROBERIOLOMASP.E. 1472 WOOOFORO RO LEWLSVILLE. NC 27023 4 COMPONENTS 4344W.502 dwA&tvkftMgwc0M SIGNED: 1011312017 g GENS t 9'r iibE' o; STATE OFrv` Luis R. Lomas P.E. FL No.: 62514 107 3/0" COMBINCD WIDTII WI --jr-W2 - 83"1 1 FRAME IIEIG111 WINDOW WINDOW MULLION SPAN) 1 1 107 3/8" COMBINED WIDTII 107 3/8" COMBINED WIDTII Wl--irW2- 83 1 FRAME WINDOW IIEIGHr WINDOW MULLION SPAN) L J rwl W2 83. 1 WINDOW J FRAME IIEIGIIf WINDOM WINDO MULLION J SPAN) 1L I wl w2 - 107 3/8" COMBINED WI0T11 Design pressure rating (psi) Mullion an In Tributary width (in) 18.13 25.60 36.00 42.00 48.00 62.13 25.00 120.0 120.0 1200 1200 1200 1200 37.38 1200 1200 1200 1200 120.0 120.0 49.62 1200 983 812 769 75.2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 6S.63 50.6 437 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 19.0 19.0 84.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8' COMBINED WIDrll W1-_IrW2- FRAME 'WINDOW IINDOW IIEIGIIT MULLION SPAN)! I IL ill I 101 3/11" COMBINED WIDTII WI Ylr W2 83" / 1 WINDOW J FRAME / HEIGHT W WINDO MULLION SPIN) 1 1 1 W I I {-•- W2 - 107 3%8" COMOINCO WIDTH F.11, .r..i I REV I 0MR000N I DACE I APPROVED I e l RVASEO A CNORING NOTES k INSTL OET. 106/07/17 I R.L. I 107 3/8" COMBINED WIDTII I[- w2 83 WI J J WINDOW J TRAMS HEIGHT 11 WINDOW MULLION SPA WI Ih- w2-- 107 3/8- COMBINED WIDTH APPROVED CONFIGURATIONS MUL TIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTII DOES NOT EXCEED 107318' AS SHOWN HEREIN Desion Oressllre radno insn with rebnr Mullion span (In) Tributary width 2.001&12 25. F3127.70 in 411.00 52.13 25.00 120.0 120120 0 1200 120.0 37.28 120.0 120120.0 120.0 120.0 49.63 1200 98.76.9 75.2 75.1 62.00 05.2 70.48.1 44.8 43.4 65.63 800 58639.7 36.7 353 72.00 60.3 43 29 2 26.7 25.5 84.00 37.7 27 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CI HART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. SIGNED: 10/13/2017 MI WINDOWSO LLC I Ir`/ 650 WEST MA ET STREET J\S GRAT2, PA 17030-0370 v••GENS 5764 - VERTICAL MULLION AI110 •• 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS kg• a,0a • = STAT OF .; y( ty ORlO- 01 DRAWN Owc N0. s OB scAEENTS wIE 01/11/12 5REE'29 •OF 4 ILROOEREOLOMASP.E. 1432WOODFORD RD LEWISVILLE. NC 27= Luis R. Lomas P.E. FL No.: 62514 434 688 0609 Aomas6ribmups aam REWS10115 Rev OESCRIPIaN OAIE AP'PROWD 1 MIN A REVISED INS7ALLAt10N DEIAILS 06/10/15 R.L. EDGE DISTANCEI 0 REVISEO ANC110RING NOTES h INSIL DEL 06/07/17 R.I. MASONRY/CONCRETE BY OTHERS g_H• MIN. EMBEDMENT 1/4- ELCO ULTRACON TAPCON SECTS796 CLIP OPTIONAL REBAR MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8- MIN. EMBEDMENT. YI 1/2" MIN. EDGE DISTANCEDISTANCE VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE WOOD FRAMING/ 7.X BUCK OY OTHERS 1 /2- MIN. EDGE DIS IANCE VERTICAL CROSS SECTION METAL INSTALLATION MT000022 CLIP 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS SIGNED' 1011312017 MI WINDOWS AND LLC ll/! O/ DWEST STREET S a E N * s GRAT2. PA 17030-0370 v •G T .!,, 5764 - VERTICAL MULLION 83 MULLION SPAN DETAILS o • INSTALLATION M 0'S tuz O s- ciOR10P•G\` ORAWN• owe No. an OB B j7 S/ONA j1Ek1\ Luis R. Lamas P.E. FL No.: 62514 swc NTS eA1E 01 / 1 1 / 12 sNen 39 OF 4 L RORERf010MMSPE. 1432 WOOOFORD RO LEWISVILLE•NC 27023 434• 699.0009 rfiMwSg*ftMv6"M 3.261' 1.375" 0.625" - - L 3.230" 0 843' I 4.000" O O- MT000022 CLIP 16GA (.063-) C.ALVAN17.E0 STEEL SEC NOTE 2 A 3. TI ITS SHEET. 2 140" --) r==] 3.750` - 11I -- 2.189" — 1.0 0" -- 0.375" SECT5764 MULLION ALUMINUM 6005.75.125' THICK 0.84f I 1.562" 2X 00.210" I f-- 0.688' 1 531" 1. 562: E11L. RF- 1135 2 REQAR SECT5796 CLIP 16 GA (062) GALVANIZED S FEEL FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK NOTES: 1. CLIPS MAY BE USED IN MASONRY/ CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCIIOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCIIOR LOCATIONS ONLY WITH 3 1/4- SEPARAIION BETWEEN ANCHORS. REMIONS REV OESCRPi10N GATE APPROVED A REVISED WSIALLATION DETAILS OG/10/I5 R.L. 8 1 REVISED ANCI IORING. NOTES & INSTL OCT. 1 06/07/17 RL 3. 750" 1. 000' - 0 375` L 0. 422' 2. 032' 0 843" 1— ' AH- 2. 875" SECT5796 CLIP \- 2X 00.21 O' FOR CONCRETE INSTALLATION ALUMINUM 6063-775.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS V. L. 1 08-01439 SCALE NTS aiE 01 / 1 1 / 12 s"EC 4 OF 4 L ROSERTO LOADS P.E. 1432 WOODfORO RD LEWISVO.LE. NC 27023 434. MO-0609 AbmAKA AAM tom SIGNED: 10/13/2017 N` J\S1 ft I IL 04; GENS, gJi 3•, STATE Of j0' F•ic[ORlOv- 1 idz4'/ ONA j1Sa\\N\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Pase 1 of 3 SCIS Horne I log In I User Registration I Hot Topics I Subndt Surf harge I Stabs 6 Farts I Publications I Fac Stag I SCIS Site Map I Links Search I dbpr e Product Approval USER: Public User Product Aoorowl Menu > Product or Application Search > Application List > Application Detail FL >: • FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived E3 Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL13223 Rc COI RIO - Certificate of Independence. odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eauiv RIO-26928-17 ASTM C1i86 eauivalency.odf http://m-A-Ar.floridabuilding.org/pr/pr_app_dti.aspx?param=vvGEVXQ,A,tDgvRk-6bsN,Z66FC... 2/6/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summary of Products FL I Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 II cempanel - installation, odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.0f Impact Resistant: Yes FL13223 R4 Il RIO 2689-17 Panel to Furrino.udf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121 Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.01' FL13223 R4 AE RIO 2689-17 Panel to FUrrino odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223. 2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 Rd 11 HardiePanel-installation.odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 I1 RIO 2689-17 Panel to Furrina odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald 1. Ogawa 24121 Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 Rd AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrina.Ddf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223. 3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 it NOA 17-0406.06.odf Approved for use outside HVHZ: Yes FL13223 R4 II Prevail -Panel -installation. adf Impact Resistant: N/A FL13223 R4 11 RIO 2689-17 Panel to FurrinD.Ddf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald 1. Ogawa 24121 Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to FurrinD.Ddf FL13223 R4 AE RIO-2686.17 Panel Wood Metal Frame.odf Created by independent Third Party: Yes Contact Us :: 2601 Blav Stone Road, Tallahassee FL 32399 Phone: 850-`87-1824 The State of Florida hs an AVEEO employer. Coorndht 2007.2013 State of Flonda.:: Privacy Statement :: Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a oublhc-records request, do not send electmnK 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 ema8 address If they have one The !roads provided may be used for official communication with the IKenSee. However email addresses are public record. If you do not wish to suably a personal address. Please provide the Department with an email address which can be Race available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: http:// v,-A,%Nr.floridabuilding.org/pr/pr_app_dtl.aspx?param=w,GEVXQ,A,tDgvRk-6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 Creoi, .Card Safe http://vN-A-A,.floridabuilding.org/pr/pr_app_dtl.aspa?param=w,GEVXQNA,tDgvRk6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. y >o CLEARANCES Install siding and trim products In Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and eounterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed par the roofing manufacturer's Instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 % 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 Figure 6 aiding 1111 water resistive siding ana trim. Figure 8 Refer to fig. 3 on page 1. siding barrier i g I ITN II Il 1l)I i v - t rain. r concretetoundaeon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 gutter and end cap ill jj. 2', min deck material IWA Do rat bridge floors with HardiePanel° siding. Horizontal joints should always be created between floors (fig.10). Water - Resistive 1 Samar Framing Figure 10 Horizontal Floonng Tarn ( i I I I sheathing t fascia Hare?oriel° BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 'w or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific 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 nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (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 oresent, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSS orphMrood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Ttq Countersunk, B\ fill 8 add nail Figure A Figure B do not under drive nails oo NOT ST"RZ KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof mist be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascla and trim boards are nailed in place, and then come back to install the lockout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof Intersection, install a "Idckout" as required by IRC code 8905.2.8.3 : "...flashing shall be a min. of 4° high and 4' wide." James Hardie recommends the Idckout be angled between 100° - 110° to maximize water deflection Figure 11 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). HS1236-P213 8f13 0 H a rd i e Pane I* IZ VerticalJamesHardieSiding EFFECTIVE SEPTEMBER 2013 MIM INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLOR?LUSS PRODUCTS Visit wunv.ramesnaidie.co for the most recerd version. SMOOTH • CEDARMILLO • SELECT SIERRA 8 • STUCCO 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 THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TM PRODUCTS OUTSIDE AN HZ102 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING 01111DOORs INDOORS 1. Posrdon cutting stator so that wind vA blow dust away from user 1. Cut only using scare and snag, or shears (manual, electric or pneumatic). and oilers in wonting area 2 Position cRbng station in wall -ventilated area 2. Use One of tl1e folkuwitg msi nods a. Best: i. Score and snap i. Shears (manual, electric or oneumatq - NEW use a power saw indoors b. Better: i. Dust (educing circular saw eoiupped with a - WW use a circular saw lade that does not cart' the Hardk6lzde saw blade trademark liardeEllade` saw blase and HEPA:acuum etaacbon NE -VIER dry sweep -else wet suppression or HEPA Vacuum c Good: i. 00 reoucing circular saw valh a Hardi=3tade saw blade a* use for low to moderate cutting) Important Note For madnlum protection (bvest respirable dust production), James Harde reoomrnends alv,%s using 18est'494 orttng metltods vAwe feasible. NOSWapproved respirators can be used in conpic on vA above ctmng practices to further reduce thus; gmires. Additional aposire information is a alable at vxwtlameSlwtAe corn pro help you determine the most appropriate cutting method for your job iequire me nts w, If concern still adsts aoposilre Iev or you do not oomtph; with the above practices, you should allays c nsub a qualified industrial hygienist or contact James Hardie for further nformabon. stioctM GENERAL REQUIREMENTS: These instructions to be used for residential single family ins'tallati3ns only. For Commercial / Multi -Family installation requirements go to www.JamesHardieCommercial.com Harde- Danel`, ve.ticai siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genernal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreenAurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com A water-resistite barrier is reouired in accordance with local building code requirements. The water -resistive barrier must oe appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie A4II assume no responsibility for water infiltration. James Hardie does manufacture HardieWrape Weather Barrier, a non -woven non -perforated housewrapi , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be Installed on vertical wall applications only. DO NOT use HardiePanel vertical sidino in Fascia or Trim applications. Some application are not suitable for O)IorPlus. Refer to Coloriolus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardfe4l Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics" at www JamesHardie.com. INSTALLATION: - Joint Treatment FastenerRequirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail into comers. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to Coloff'lus Finish) (fig. 2). Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier ureter -resistive bamer Double stud may be required to maintain minimum edge 4 stud water-resnstrve water•resistive nailing, distances. 2 x °stud barrier barrier Figure 1 stud OL up(> w panel . —upoer mnelwater resistive — Donot 1/4'gas DOeat 1/4-gall barrierCaulk Cain sheathing HardiePanel Batten Joint "Hit Joint '`Z-tleshing i ''Z-flashing t 00 vertical siding water-reststive barrier - decorailve keep nails 2 x : stud `bang txartl 3/ 8' min. lower from Ganef O O p3ne1 r panel edges plate ° LL Figure 4 love appropriate gap betweenWhen Recommenarra8, pr(m O - pangs, then caNk' installing Sierra B, prthunde moderate contact (No', Joint a oduttle stud at panel Not applicable to ColorPlus• Rnish) joints to avoid nailing keep fasteners 2' Atxity caulk in accorcance w1i n caulk through grooves. aUUwayfromcomersmanufacturer's written application ins ucti(rts. For additional information on HardieW(apT"A Weather Barrier, consult .lames Hardie at 1-866-4Hardie or vA-m.hardnewrap.com WARNING: AVOID BREATHING SILICA DUST James FL1rae• trodiins amain :esaratle otisalhrie silica, which is Ivtovn w tint: State of California to cause cancer ano Is conslaered try IARC and N IOS4 to be a cattsa of ancar tram sore Occupational sources. Breathing err essi re arrwt ®rO of to -1a slica oust an also cause a disatiling am potanraoy fao lung disease called silicods. and to been I.n%W with otter asepses Soma studies sugpasi sinsdrng may Increase these risks. During installation or handing: (tit work in outoo r areas Wh amde ventilation; (21 use hoer tenet shears for curing or, vnere nko feasible, use a Haraeatadee sae, dada and dust -reducing oicular, saw am3MOO to a HEPA:aaum, 3) warn a-Jersin the unrtnadrate area; (41 weat a orGOaty-1mea. NOSH-apiYtNed dust :naak at resanator (e.g N-951 in ac orcance with ap3licable goverment tegulao3rns ano manulacturer 61rdUciltns to further timn resoltade silica etpoares. During dean-uo, use HEPA vacknirns or wet daartur. metnoos - never dry sweep. For lusher information. refer to our installation instnicttans aria Material Safety Dora S'neet available at wvnv lamestwilie.corr or ty Wa g 1-805-9HARDIE (t-WO.942.7343). FAILLIiE TO ADrIERE TO OuR V"MNG:, MSOS, AND IASTALATION INSTRUCTIONS MAY LEAD TO SERIOtS PERSONAL MAY OR DEATH. ounce HS1236- P1/3 1/13 r y fe CAULKING For best results use an Elastomeric Joint Sealant oomplying 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: OSI Ouad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiee Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie(& ColorPlus(& products. During installation use a wet soft cloth or soft 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 nail heads using the ColorPlus4l Technology touch-up applicator. Touch-up should be used sparingly. 9 large areas require touch-up, replace the damaged area with new HardiePanel O 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 nori-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUSe 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 Repriming is normally not necessary 100% acrylic topcoats are recommended DO 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 RECOGr MON In accordance with ICC-ES a-aluabon Report ESR-t StA, Hardie?and$ vertical siding is recogmed as a surAe aremafe to that seedbed in the 2036.2009, & 2012 Intemabonal ResioarN31 Coda IT one -and Twh-Fanly Midings and the 2006, 2009, & 20121mamabxal Building Cone. HardiePanelvarucal sdmg is also reMnized to a0abon in vie fogWng: City of ! as Angeles Rawardn Report No. 24862. state of Rarlae bsang FL MS% Dade Canny, Aaisa NOA No. 02.0729 02, U S. DIM. of HUD Materials Mum 12E3c, T erasOtaanment of Insum-0 Promo Evaluation EC•23, Gty of Nets Y A; MEA 223-93-M, and C&onua OSA PA-019. These documents 90A also ce consulted to aoditrxal information concerning ire stiWily of Inis aoduct for scexic exhcabans. 2013 James Hardie Building Products All rights reserved. TM, SM, and 0 denote traaemarks or registered trademarks of Additional Installation Information, H JamesHardreTerhnologyLimitedEisaregisteredWarranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardia.com HS1236 - P3/3 6/13 70-. CCtbc0gaatwttAM, I-DADE COUNTY - YY , ; CU0 1 m .as.... e usevgy, ACCREDTIEO July 30, 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Wood: AWC NDS-2015 8 SDPWS-2015 2- Structural Loads: ASCEISEI-7-10 3. Concrete: ACE-318-14 4. Masonry: TMS402-2016/AC1530-13/ASCE-5-13 5. Structural Steel: AISC 360.10 (Including manual of steel construction 2010 (1491'edition)) 6. Cotd-formed Steel: AISI 100.12 7. Aluminum: AOM-1-2015 In addition, I am making the following Statement of Independence as requested: 1. Ronald Oga%%-.L does not have nor does it intend to acquire or will it, acquire any rmancial interest in any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued. 4. Ronald Ogawa does not have, nor will It acquire a financial interest in any other entity involved in the approval process of the product. Should you have any questions on anything, please contact me. Sincerely, 4 Ronald 1. Ogawa, P. . RI Ogawa & Associates, Inc. IAS Laboratory Approval,TL 360 IAS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency 714) 292-2602 ron0-riooawa.com CC: Roger Ogawa - RI Ogawa & Associates, Inc. Karen Ogaaa - RI Ogawa & Associates, Inc. stIll pGAW4 — 41 r OF : vS A0*- •• SIONA-, tt' Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321.4939 • Fax (714) 908.1815 • E-mail: moerOrioaawa.com Mailing Address: 16835 Alganquin St.;0"3. Huntington Bead, CA 92649 • Phone (702) 491-3710 . Fax (714) 908-1815 • E-mail: debbv(dWwa%va.csm Engineering • Ouality Control • Product Development • Inspections • Code Consulting • Expert Witness • Testing courrrr K AMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 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 Hming 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 mariner, 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. PIAL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlanl:, CemPlank Prevail Lap Siding; HardieSoffrt, 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 renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. M>(SSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A 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 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 # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. PUAM MADE counrrr NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 27 /2417 Page 1 James Hardie Bailding Products. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, Cem.Plank 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. B. TESTS "Submitted under 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 under NOA 4 02-0729.02" Laboratory Report Test Date Sianature 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. C-ALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5`' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 4 o4rZ7/7-017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 I PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 By With 1/2022 WALL L<_NGTH Stud Spacing at 16' O.C. 007 I i ! i •ssrQ'l'tlt e- Nails at 1W O.C. (typ.) 3/8" Mlnimum Edge Distance g« Sheathing fastener, as described in Note 1 Panel fastener, cs described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding 1' Water -resistive barrier per Florida Building Code Section 1404.2 SW thick / 5 ply APA rated plywood sheathing fastened 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 r by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 6/e" thick / 6 ply APA rated plywood sheattring in accadence with Florida Build'ng Code Section 23223 Water -resistive bonier per Florida Building Code Secion 1404.2 r X 4" S-P-F Wood Studs r I IardiePanel, Cempanel, Prevall Panel Siding t3244.FSCRIPTlO 1. HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber-.011nent products tested In accordance with ASTM C 1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. am-g QIMFNSJQ M Width Length Thickness 4' 8,9,10' pF, - N• PRE%V&g tt-1 N-Q Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed over -W thick 15 ply APA rated plywood sheathing InrZD1E,PgNE4, CMPANEL, PREVA NEL,SIQING INSTTlJ1lT10 1 DETll1L 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. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 115/8' thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick /6 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood shrds spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2" long, 0.22Z' head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at V O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistancoof3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 owe+ w l Pv Fax 909-427-0634 A PNI. PL.Kw0FF Creator. E. Gonzales SCALE 1/2" =1'-0• Date: 4/24/2013 anser 1 or-12 Fastener Spacing per FloridaBuildingCodeSecllon2322.3 1 I. I. I4t6DUC:2EVLWJ3 m awoji* with Me•FMrf& Bdss"s Code AocaPWM No / 2 . CxpinAic Roducl i'I I'IFastenerSpacingperFlorida Building Code Section 2322.3 i•I I•I n GngEvLsMFlorida PRODUCT RENEWED Bugdeplyinewift the as complying with the Florida A / , Building Code Nm %ry •/ % NOA- Nb. 17-0406.06 Expiration e05/01/2022 oy Miami prodactCeotrui By Miami- a duct Control FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2. 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 S.IEgT.I11NG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CO05 SECTION 2322.3 - 4AP_RL THE PANEL IS FASTENEb WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing 1 ST O .C` I - 0, s FAQ. 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) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 02337 Phone: 909,35"300 size I facm NC Fax 909-427-0634 AA Creator: E. Gonzales soALe V PNL-PLK"SOFF I 1_ Dale: 4/24/2013 SHEET 2 OF 12 I WALL. A T_AJ Ibeflori la W WALL LENGTH Stud Spacing at 16!' O.C. is with dm t1mme reo 13-. rl.v7 3/8" Minimum Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 I-----L l 518" thick / 5 plyAPA rated PRODUCT RENEWED plywood sheathing fastened as complying with the Florida to metal studs as described Building Code NOA-No. 17-0406.06 in Note 1. Expiration D e05/01/2022 209a,3-5/8" X 1.5/8" Metal C-stud The wall and somt frames are to be designed By- by the Architect or Engineer of Record InMiam la a Product Control compliance with the Florida Building Code. N0. 2. STATE M S7 0NA' Oistance Nails at 6" O.C, (typ.) IAiZDIf-kA IEL ZjEll Jff ,E13E-V L PANE),$IDINC ItyS•L LAnQ--N DE-Tg L1 %S All installation shall be done In oonformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florlda Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be designed by an Englneor or Architect 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 Woc at panel edges and all Intermediate supports using a No.6-18, 0.315" heed diameter x 1-1/4' long bugle head screw The siding panels shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3,5/8" X 1-5/8" Metal C-studs spaced a maodmum of 16" O.C. Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8' 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 5/8" 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. SEE 1_'304UCT DF-C;3tET1AN HardlePanet®, Cempanel®, & Prevail® DETAIL A Panel Siding materials are nonasbestos 5 ply APA rated fiber -cement products tested intil8" flock / plywood 5 lA fastened accordance with ASTM C1186 Grade II, to metal studs as described Type A and meeting the requirements of in Note 1 .. the Florida Building Code. Phone: P. ANj4.41M-FNSI10-LA- 1 Water - resistive Florida Width Length Thickness barrier per 4' 8,9,10' 6/15" Building Code j Section 1404.2 j ESIGNPj3ESSUR R l]JJ G Installation Design Pressure l toga, 3-5/8" X 1•6/8" Metal C-stud Metal Studs -104 psf C? 1 rirtr HardlePanel, X-1 Impact Reslstant- g4Cnp Cempanel, Panel installed over 618" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Srza FSCM No DWG NO RN A I PNL-PLK-SOFF I 1 I Date: 4/24/2013 ISHEET 3 OF 12 I I. I• .I I I PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration te05/0112022 g00in. Sy PRODUCTIEVLS9D 04 Mrpybi; wall the Nlioaida Ehd»a AtmVt m140_?'S/Gr , fa 7 fly Minnr edcPlodndCOntrel I I II I. I 6.00in. I II, II II I• I I CC (t6VOSEDtrttoDu a nmtprise With dkp1dwoocob FlariOR Np l5 Vb"MDais o r:RAMIt_G NOMINAL 20 GAUGE 3-50 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 sy1=A_LHIN NOMINAL 518" THICK? 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NOAAS, 0.31S" HEAD DIAMETER X 1-1/W LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO.B-18, 0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), pLACF SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding 6.001n. Framing I, I Sheathing II I,I . I I I I,I I.I I I I I OGQ I•I 1.1 STATE OF I'I I =zo LOR10 FOR METAL AND WOOD STUDS. PROVISIONS FOR DIAPHRAGM AcTiON AND GRAVITY LOAD NOT PART OF7H S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOA S) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Bin Avenue Fontana, CA 92337 none. aun-oj-. -- PNL-PLK-SOFF FOX 909-427-0634 A Creator: E. Gonzales sOALie 1" 0 1'-0" Dale: 4@4/2013 sHeEr 4 OF 12 Stud Spacing at 16" O.C. WALL LENGTH rat- I. '•• _I •. •. _ TUS 14 WALL AI I I.I M I 13ui1 y 1EIGHT Mi ' Coetroliace.. LI. _._._ .i__ . 4 3/4" Minimum Edge Distance Nalls at 16" E I.L A PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 1 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened ln accordance with Florida Building Code Section 2322.3 Expiration te05/01/2022 2"X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer of Record In Miami a Product Control rmmnlianca with the Florida Building Code. SEE Pg0_DUCi oEs t('UVL METAL HardiePlank®, Cemplank®, & Prevail® Plank Lap Siding materials 5/8" thick 16 ply APA are nonasbestOs flbeacement l rated plywood . products tested In accordance with ASTM C1186 Grade It, Type A and shieathing in meeting the requirements of theaccordancewithFloridaBuildingCode. Florida Building Code Section 2322.3 p N I DJLii1FNSIONS Water -resistive Width Length Thickness barrier per Florida sg-1/2• 12' Building Code Section 14042 • QpjQN PRE SSUR R 7 NQ 2" X 4" S-P-F Wood 5tuda 1 Lap Siding SS100\1 tYp•) S_B 1-114' talc X 5/16 thick startO strip Installation Design PreMure Wood studs -92 psf Impact Resistant - Planks Installed over 5/8" thick 15 ply APA rated plywood sheathing HAF_tDIJ=J LALJJC,CEI!QPLgIJ PR VJ I__LAe_SIpJNGJ.NSX_j.JATL_N_DY_T_11J_S. All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer'sInstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed Shall he designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 115/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the watt with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is 5 8-1/4" 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 ue 8-1/4" O.C. vertically and 16' O.C. horizontally; fasteners are driven into wood studs through ,rile" thick / 5 ply APA rated plywood sheathing, fastenersareplacedIntheoverlappingareaapproximately3/4' from the bottom edge of the overlapping plank. Vertical Joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". Creator. E Gonzales HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, fnc. 10901 Elm Avenue Fontana, CA 92337 am NO PNL-PLK-SOFF SHEET 5 OP 12112" - 1'-W I Date: 412412013 I Fastener Spacing per Florida BuildingCode Section 2322.3 16 in. OC — Cladding PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.75in - Explrahon O e05/01/2022 By Miami- a Product Control PRODUCT REVISM 6 wnplying with do Fkxi da w t. bee,+ceWol liT58.2I51n. wano SK ProKet I • i II Fastener Spacing per Florida Building Code Section 2322.3 FR MIN 4 NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 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 SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CMjgDjm PLANKS.OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION. RESISTANT SIDING NAILS,•PLACEO 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheathing I'RMUCf REVISED ` SF • •• as«,a,plyinwlth ilre ilneWs I • I ` :i Ama••r• Plo J i- MNO.21 M 1 .ac hoftel o STATEOF` 0AIn E tol FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) n''1 fiY''I' v PI i 1'3'k1.^jt lr 1 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardle Building. 10901 Elm Avenuennes;H rd Fontana, CA 92337 Fax 909-427-0634 A PNL-PLK-SOFF t1 Creator. E. Gonzales ISCALF 1" c V.0" I Dale: 4/24/2013 ISHE57 6 OF 12 PRODI as toms Building NOA-No Expiratfi By Miami-D Stud Spacing at 16" O,C. WALL LENGTH SEE PRODUCT DES-:RM0-N DETAIL A HardiePlank@, CemplankO, and 5/8" thick / 5 ply APA Prevail® Plank Lap Siding materials i l -'"'- 'r" """ li- rated ptynvood are nonasbestos.fiber-pement r. - -•-= i --•_-- -r _..----.... _._-----------•-•----•---.-•-. products tested Iri accordance with l l sheathing fastened ASTM C1188 Grade It. Type A and I ( to metal studs as l ' ' I.""'l''. described In Note 1 meeting the requirements of the QI;ELt'SED Florida Building Code. j i i i i as yleg wa6 iLo Florida j j Water -resistive WALL ' i ^1 t'' ` t • { _ barrier per Floddo j LgNF DIM!~NISI-OLS WEIGHT Building Code Width Length Thickness Section 1404.2 5 9-112' 12' 5/18" 20ga, 3,V8" X 1-5/8- j i. l iLi *j i. PF!jLQ PJ1:— Qt.0 7flS fF ; Metal Gstud Installation Design Pressure i I l j l l l i _ 9 \HnrdiePlank. Metal Studs -92 psf gf31w - -- ` Cemplank, Prevail S ONAI. (G\ilII'a., Lap Skiing Impact Reslntant - 3/4" Minimum Edge Distance Nails at 16" O.C. (typ,) [,,,p 1-1/4• tall X 5/1a• Planks Installed over 5/8"thick Jr 5 ply NN" ((„ thick starter strip APA rated plywood sheathing QEINl..A WARDIF3LANKCEMPI.ANIC,F EVAIL I Jt,P IDj IN,9_f 11 L/1TION DE I ILS 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 l6Ft"buci' VisED Engineer or Architect per the Florida Building Code and the requirements of this N.OA 9 Wllyi% his trhe f1mles [Note 11 SW thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at fi oe at panel Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the well with 1-1/4' wide laps at f , the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. I [Note 2] The siding fastener shall be a minimum No. 8-18, 0,315" head diameter X 2-1/4" tong' bugle head j rrtArri due. rn..d screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding IsWardiePlank, fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through 5/8" Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. Water -resistive ' The planks shall be Installed over 518" thick 15 ply APA rated plywood aheathing supported by a minimum barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 1a, O.C. Fasteners shall have a minimum edge distance of 3/8 Building Code Section 1404.2 14 HARDIEPLANK, CFMPLANK, PREVAIL LAP SIDING 518" thick / 5 ply APA rated INSTAUATION DETAILS METAL STUD CONSTRUCTION ICT RENEWED plywood sheathing fastened to lying with the Florida metal studs as described in James Hardie l Products, Inc. EAvenue ACode _ 10901 E 17- 0406.06 Note 1 a Fontana, CA 92337 n OS/01 /2022 20ga, 3-&8" X 1-5/8" Metal C-stud Phone: 909.356-6 00 size F&CM NO • DWO NO R FV The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF 1 by the Architect or Engineer of Record in bdd Product Control compliahce with the Florida Building Code. Creator. E. Gonzales SCALe 1/2" 01'-0" Date: 4124/2013 s Er 7 OF 12 6.00in. k- [.---1G In. OC-1 , Cladding i. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 _ 0.75]n' Expiration D te05/01/2022 ByMiaml- a Product Control W complyup with the E &W46 DtiV aB Code Aeccpuftw Nn / -G !/ • Q u' I oe 58.251n. FR/,IAWA 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•IEATy(LJG ' NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC ATTANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.31;i" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLAOD IG PLANKS OVERLAP 1-114" THE EXPOSURE IS s 8-1/4" THE PLANKS ARE FASTENED WITH NO.8-18.0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALI. HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6.00in.00 II• •I I, I I I REVISED yitp with Ills Fluri& coft I No S ' Freming Sheathing o. 121 STATE 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) Creator: E. Gonzales HARDIE-PLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.lnc. 10901 Elm Avenue Fontana, CA 92337 FACM NO A I i PNL-PLK-SOFF 1 1 V C V-0" I Onte: 4124/20i3 IsH@ET 8 OF 12 WALL LENGTH Stud Spacing at 1.6"•O.C. NALL EIGHT y,_ .1._ _._. B <-.i Nails at 4" O.C. 318" Minimum Edge Distance BETA-1.L,A Soffit fastener, as described In Note 1 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration 9pje06/01/2022 By j-- HardleSoffit, Cemsotfit i Minimum 2" X 4" S-P-F Wood Studs The wail and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. SEE DETAILA. . 2" X 4" S-P-F wood Studs HardieSoffit, Cemsoffit typ•)PRODUC1' Revw-u OAWOYUf! with 1be Flariku DoMins Cfb r i Pmduc+ -Wd PKODILCLOESCRIP [LOCI HardieSoffft® & CemsoffitO materials are ntinasbestos fiber -cement products tested In accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SaF71T`O MENS10N3, Width Length Thickness 4' & 114, DESIGtypF,F, .%JRE_RATJLJG Installation Deslgn Pressure Wood Studs -70 psf No. 4 21' o STATE OF Al 0 sS/O NA\- HARDIESO CEMSO_F_FIT ANEL ItJS1LQJl-T --I ETA.I A 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. Wood studs where HordleSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 2" X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding 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" O' C. Fasteners shall have a minimum edge distanoe of 30' and a minimum clearance of 2" from comers. Ptt0DUCr gEVL=) ft-0yi ll wail dw F&Wme Auilding Code E* ?' ' t ncb Ptn a Lnrae tly M' Frac4at Ctxterol HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION FSCM NO James Hardie Building Products, Inc. 10001 Elm Avenue Fontana. CA 92337 PNL-PLK-SOFF q.wm. inmuin. Cladding Framing' PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration Da 05/01 /2022 By 4.00in.1 Miami-lkfi 6 Product Control VVPRt>biJCl' QEVlS1D FROD9JCC 8>::LSFD O A A w cre l Nwith The nwi& J as compl)'irt with dm ff kAft Amept bm Ned-0 Aun t •? d .d% t`. rxpinne«n -K-/7 N0. 121 xfim ps& t'nrhM Control Miwm' U de I•roQtnet Contrenitt STATE OF FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" 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 GRAVITY LOAD ARE CONNECTION) - NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CIrAD IN THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD a 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 Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone:909-356-6300 SIZE FSCMNO ova NO Rev Fax SM-427-0634 A PNL-PLK-SOFF I Creator: E. Gonzales SCALE Date: 4/24/2013 ' s+EEr 10 OF 12 WALL LENGTH Stud Spading at 16" O.C. 1 WALL r ! NEIGH 1 .. ! . L 3/8" Minimum PIET lU I,PRODUCT RENEWED ns complying with the Florida Building Code NOA-No. 17-0406.06 Expiration Do 05/01/2022 SEE DETAIL A 20ga. 3.518" X 1-5/8" Metal C-stud rd'Sffi ERo-oUCT QEs&R!>A71AN HardieSoMIO & Cemsoffit® materials are nonasbestos fiber -cement products tested In accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. SQFFfJ DIME IS QN_S, Width Length Thickness 4' 8' Y. I By i• Cernaotiit DESIGIJ P$SSURE RATILJC3 IMlamt-D d roduct control Installation Design Pressure i i i I. Metal Studs -5519Z Nails at 6" O.C. (lyp. Distance t fastener, as ribed in Note 1 HardleSoffit, Cemsoffit F i 20ge, 3-5/8" 4 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. I. 11111t''/ r 1.0 SGC710N &¢ tit PR0t3t1CT ttlrvlSEp 11 • PaoDucr QEv1sED one ax*yiae with tto Florida ` `SF • •: bad Fwrw hurt 3 ` NO' 2AmM"eftb No r.'l!N)-1 1 1 AaooOtnME W t *niti Uli -p po - SPATE OF gy Pn+dWe+ Coeaol Mi — acre P ideet Cmeol 0) CN rt, t LIARptF_A0F_FIT,CEMSOF LT PANEL INSTALJJ,'IQ&QETAILA -, r rr All Installation shall be done in conformance with this Notice of Acceptance, @, A ufacturers Installation rocommendations, and the applicable sections of the Florida Building Code. Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or 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 1-5/6'Metal C-studs spaced a maximum of 16" O.C. Note 1] The 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 • framing).the fasteners shall be spaced at 6" O.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. Creator. E.•Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF 12" d 11-0" 1 Date: 4/24/2013 I s IMT 11 OF 12 REV 16.001n. Cladding Framing I•10 6.001n. PRoDUCr flGVIJIM PRODUCT RENEWED 'as'000 mvvithdte'Flotift pRC0()"tgWL%9D as complying with the Florida 911111,11ift Cask as complykV wim dw lrlarids Building Code 3 ' ll.o 1ir1 AWAi. AooepatwaNO .! / Z Dagd+ng111///11// NOA- No. 17-0406.06 C„ , .No iS0 -. Expirotlon 05/01/ 2022 I ''' 1 eflc+a •rolrvt By By "not Promuaca nrel Miarnl-DAdf Product Control w FLO FFSSIONP FRA1V( INC // 1 NOMINAL 20 GAUGE 3-5/8" X 1.6/8" 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) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR EkGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE PPhone: C AP— OIt! IG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO, 8-18,0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1- 1/4 • LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS ( SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, InaFULL THREADS PENETRATING THEMETALFRAMING), PLACE 10961 Elm Avenue SCREWS 6" O. C. AT PANEL EDGES AND INTERMEDIATESTUDS Fontana, CA 92337W909-356-6300sizeFscMNoowaN° a)< 909-d2' 1-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales sms 1" = V-0" Date: 4/24/2013 rMEr r 12 OF 12 PROJECT RIO-2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10. THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX 4aF,AFL E RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET "43 HUNTINGTON BEACH, CA 92649 n 714-292-2602, (F) 714-647-4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardiePaneW Siding James Hardie Product Trade Names covered to this evaluation: HardsePanel@ Siding, CempandS Siding, Prevail" Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015International Building Code 2015International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 info@pmeshardie.com EVALUATION PURPOSE: This analysis a to determine the maidmum design 3-second gust wind speed to be resisted by an assembly of HardsePenei (Cempanel. Prevail Panel) siding fastened to wood fumngs an either wood or metal training with nails or screws. REFERENCE REPORTS: I. Intertek Report 102024363COO-Wl A, Transverse load test on HardiePanel. TEST RESULTS: Table 1a. Results of Transverse Load Testing \ Frame Fastener Ulbmete Allowable Test Thickness Width Spacing Spacing Fastener Type Load Design Load" Report Number Agency n.) in.) Frame Type fin) in.) and Dimensions PSF) PSF) Failure Mode 102024363COO-001A Inlertek 03125 48 2X4 wood stud, 3/4' Dials by 16 6 No. 6 X 1.25'long X 0.323' HD 160.7 53 6 pug through Rrecture3.5' wide SPF fuming ribbed bugle head screws 102024363C00-001 A Intertek 0.3125 q8 2X4 wood stud. 314- thick by 1616 8 No. 8 X 1.25' long X 0.323' HD 131.4 3.8 pug throughwideSPFfurringbugleheadscrews 102024363COO-001A Intertek 0.3125 48 2X4 wood stud, 3/4' thick by 16 12 No. 8 X 1.25' long X 0.323' NOI 106.1 35.4 pull through3TwideSPFfumingribbedbugleheadscrews 102024363COG-001A Inlenek 0.3125 46 2X4 wood stud' 3/4' thick by 16 5 0.090• shank X 0.215• HD x 1 5' 147.6 9.2 pull through IrrBaure3.5' wide SPF furring long ring shank net 102024363COG-001A Intends 0.3125 48 2X4 wood stud, 314' Dick by 24 8 No. 6 X 1.25• long X 0.323' HD 82.7 27.6 pull through rtreaure3.5' wide SPF furring ribbed bugle head screws 1. All fasteners were installed on furring without penetration into the training members. 2 Allowable load is determined from ultimate load divided by a factor of safety of 3. 3. Hardie?and Siding complies with ASTM C1186. Standen! Specification for Grade IL Type A Non -asbestos Fiber -Cement Fiat Sheets Table 1 b. Analysis of Allowable Load for ail Screw at 10" O.C. e Screw Soacing Fastener Spacing (in.) 6 12 10 Frame soaan(in.] 16 16 16 Fastener Tributary area fe 0.89 1.33 1.11 Allowable load v 438 35.4 38.8 Individual fastener load gb. 38.9 47.2 431 The fastener load for 08 screw at 10' 0 C. was calculated as the average of the test results for 8' and 12' O.C. The allowable load for 08 screw at the spacing of 1U' O C. into furring can be calculated by interpolating the results of same fastener at 6" and 12' D.0 . since both tests had same failure made of fastener pull though from the panels. As shown in the table, the allowable load for 08 acre" installed at Ia- O.C. to wood fuming is 38.8 pet, Justification of Using the Results on Light Gauge Steel Framing In the aged configurations, all fasteners were attached to fuming only, so whether the hiring is attached to wood or steel framing does not affect panels' transverse load capacity. It's the project engineer's responsibility to ensure the baring attachment and framing memebers to have sufficient load capaciues. y'r i0 ccc(10, pGAW4 fLO ^ ly4c RONALD 1. OGAWA ASSOCIATES, INC. 16635 ALGONOUIN STREET #443 HUNTINGTON BEACH. CA 92649 T) 714-292-2602; (F) 714-647-4595 PROJECT: RIO-26M17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-OWS42-7343 inloCWameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via mmplumce testing to transverse bad national test standards. Via thistransverse load testing an allowable design load is detemined based on a factor of safely of 3 applied to the ultimate tort load Equation 1, q,=0.002W%'K.'K,•Vt W. ASCE 7.10 etltiation 30.3.1) q, . velocity presage at height 2 K, . velocity peso" evosure coefficient evaluated at height z Ka . topogreplac lector Equation; K, . wind dinecbonallty factor V , basic wind speed (3-second gust MPH) as determined from 201518C Figures 1609 3(1), (2). or (3): ASCE 7.10 Figures 26.61 A. 8, or C V= Vu (ref 201518C Section 1602.1 definitions) Vw. , ulbmate design wind speeds (3second gust MPH) determned tram 2015 IBC Figures 1609.3(1), (2), or (3): ASCE 7.10 Figures 26.5-1A, 8, or C Equation 3, pm%,(GC.-GC,J (ref. ASCE 7-10 equation 30.6.1) GC. , product of edemal pressure coefficient and gust -effect factor GC. product of tmemei pressure coefficient and gusleeact lector p . design pressure (PSF) for siding (allowable desgn load for siding) To detemrBro design pressure, substdute q, hto Equation 3, Equation4. p=0.00256'K,-KWK,-V.'(GC.i,C,) AllowableStress Design, ASCE 7.10 Section 2.4.1, toed combinsim 7 Equation 5, 0. 6D • 0.6W (ref ASCE 7-10 Seaton 2.4.1, load Combination 7) 0 , dead load W , wind load To determnee the Alia"ble Straus Design Pressure. 4A* the bW factor for (win(l) front Equation 4 to p (design pressure) determined fmrn equation 4 Equation 6, P. = 0.syp) Equation 7, p„- 0.6'(0.0025694'K.%*V.;(GC.•GCj Equation 7 B used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Harem Slang an Table 6, salve Equation 7 for V., Equation a, V" =( p_A.6.0.0025rV,'K,'K.'(GC.-GC.)Iu App lica0le to methods specified In Excephons i thmugh 3 012015 18C Section 1W9.1 1., to determine Me afiowabk nommal design wind speed (11850) for Halle Siding in Table 6. SAW the conversion formula baba. Equation 9, V. - V. , (0.6)u (ref. 201518C Section 1609 3.1) V„ . Nor final design wind speed (3•seeond gust nVh) (raf. 201518C Section 1602.1) lot" (pGAWA it A o' Safi ssl Ali RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 5443 HUNTINGTON BEACH, CA 02649 T) 714-292-2602; (F) 714-847-4595 PROJECT: RI0-2689-17 Table 2, Coeflidems and Constams used in Determining V and p. K. walizancli Height (it) Exp 6 Exp C Em 0 Kr K. G G 0-15 0.7 0.85 1.03 h9W 1 0.95 IA 0.18 20 0.7 0.9 1.06 1 085 1.4 0.18 25 0.7 0.94 1.12 1 085 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 0.18 45 0.785 1.065 1.245 1 0.85 1.4 0.18 50 0.81 1.09 1.27 1 0.85 1.4 0.18 55 0.63 1.11 1.29 1 0.85 1.4 0.18 60 0.85 1.13 1.31 1 1 0.65 1 -1.4 1 0.18 100 0.99 1.20 1.43 h>W 1 1 0.65 1 -1.8 MIS JAMES HARDIE BUILDING PRODUCTS, INC. t-88-542-7343 info@jameshardne.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, nd ed(3•sewrM t 100 105 Ila 115 120 130 140 150 160 170 180 190 200 210 Height (h B B 8 8 B 8 8 B 8 8 8 8 8 8 0.15 14A 15.9 17.5 19.1 20.8 24 4 26.3 325 37.0 41.7 4" 511 57.6 63.7 20 A4.4 15.9 17.5 19.1 20.8 24.4 2&3 32.5 37.0 71.7 4&8 52.1 57.6 63.7 25 A4.4 15.9 17.5 19.1 20.0 24.4 28 3 32.5 37.0 41.7 46.8 521 57.8 637 30 14.4 15.9 17.5 19 1 20.6 24.4 26.3 325 37 0 41.7 46.8 52.1 57.8 M7 35 15.1 16.6 18.2 19.9 21.7 254 29.5 33.9 38 6 43.5 48 6 54.4 60.2 66.4 40 15.7 A7.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50B 56.6 627 69.1 45 16.2 17.9 19.6 21 4 23.3 27.4 31.7 36.4 41.5 46.9 525 58.5 446 71.4 50 16..7 184 20.2 22.1 24.1 262 3 54.1 60.3 66.6 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9 335 36.5 43.8 49.5 55.5 61.8 W.5 7&5 t 19. 1 29.6 4 3 . 44. 8 1 3 100 25.6 282 31.0 33.8 3&9 3.3 50.2 57.6 65.5 74.0 628 92.4 1024 112.9 Table 4, Allowable Stress Design • Component and Gadding (C&CI Pressures (PSF) to be Resisted at Various Wind Speeds •Wind Exposure Category C. d Soeed 3-secondgust),100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34 4 39.5 44.9 50.7 56.5 63.3 70.1 77.3 20 1&6 20.5 22.5 24.6 2017 31.4 364 41.6 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.6 3&0 43.6 49.6 55.0 629 70.0 77.6 95.5 30 20.2 22.3 24.5 26.7 29.1 34.2 39.6 45.5 St.$ 564 65.5 73.0 80.9 69.2 35 20.8 23.0 252 27.6 30.0 35.2 40.8 46.9 53.3 60.2 67.5 75.2 83.3 01.9 40 21.5 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 65.0 94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 49A 55.2 63.5 71.2 79.3 67.9 96.9 50 22.5 24.6 272 29.7 32 4 38.0 1 50.6 57.6 65.0 72.9 61.2 69.9 799.2 55 22.9 25.2 27.7 30.3 33.0 38.7 44.9 51.5 55.6 65.2 74.2 627 91.6 101.0 213 282 33. 394 2 4 8. 6 4 100 325 35.9 39.4 43.1 4 99 55 0 1 63.6 733 934 94,1 1055 117 6 130.3 143.6 Table S. Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category 0, d Soeed(3-second 100 105 110 115 120 130 140 150 160 170 190 190 200 210 Height (it) 0 O 0 0 0 0 0 0 0 0 0 D 0 0 0.15 21.2 23.4 25.7 26.1 30.6 35.9 41.6 47.8 54.4 61.4 66 8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 60.4 691 98.2 25 23.1 25.5 28.0 30.6 33.3 39 0 45.3 52 0 59.1 66.8 74.9 83 4 92.4 101.9 30 23.9 Y8.4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 66.4 95.7 105.5 35 24.5 27.1 29.7 325 35.3 41.5 4&1 55.2 628 70.9 79.5 86.6 98.2 105.3 40 25.2 27.7 30.5 n3 36.2 42.5 49.3 56.6 64 4 72.7 81.5 00.9 100.7 111.0 45 25.7 26.3 31.1 34.0 37.0 43 4 1 50.3 57.8 657 74.2 83.2 927 102.7 113.3 50 26.2 26.9 31.7 34.6 37.7 44.3 513 58.9 67.1 75.7 84.9 94.6 t04.8 115.5 65 26.6 29.3 32.2 a2 38.3 45.0 52-2 59.9 N.1 76.9 66.2 96,1 106.4 117.4 9. 8.1 1 .1 11 . 001 37.0 4.9 532 52.5 72.5 33.2 94.6 106.8 it9.8 t334 147.9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent mth the 20151BC, 2015 IRC RONALD 1. OGAWA ASSOCIATES, INC. 16635 ALGONQUIN STREET a443 HUNTINGTON BEACH, CA 92649 M 714-292-2602;(F)714-847-4595 PROJECT: RIO-2689.17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-886-542-7343 alfo@omesherdie.com Table 6, Allowable Wind Speed (mph) for HerdiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part / and Pare 3) 4 201518C. 2017 FBC 20151BC, 2017 FBC CoeTidanb used in Table 9 okW+wrts for V. Allowable. 109mate Design 1A4nd, Speed, V 3-ea 3-second gust mph) Allowable, Nornmal Design Wind, Speed, sr • 3-ae0and gust mph) Apiskable to ffwMods aped(mo n (201519C, 2017 FBC( Seebon 1609A'I. as deWrnined by Pat 5 IBC. 2017 FBq Figuras 1609.3(1).(2). ar Rl A q* ble is meatods specified in Exceptions 1 Rough 3 of (201519C. 2017 F6C1 Section 1609.1.1. 1 Wind e ure category VAnd eta>ouve Categ= admit K Product Mutimum Thickness m.) Vdt1) 0n) ' Fastener Type Fastener Spacing In.) Frame Type Stud Spacing on.) Bulkbng Helghtl'e 00 8 C 0 8 C 0 AOoYrahk Design load 134 Ewa E1w C 6w 0 K. K. oc Gr- Har deParnef® SIt6 48 No. 8 X 115 tong X 0 323' HD ribbed bugle head spews e' O.0 into furring ardy 2X4 wood or 20 ga. steel naming• 314' Oft by 3.5' wide wood furring 1.74 16 0.15 193 175 159 149 135 123 53.6 0.70 0.65 1.03 1ks60 1 0.95 14 0.16 20 193 170 155 149 132 120 53.6 0.70 0.90 1.08 1 0.95 l.4 010 25 193 166 152 149 129 11e 53A 0.70 0.94 1.12 1 OAS 14 015 30 193 163 150 149 126 116 UA 0.70 0.98 1.16 t 0.95 i.4 0.14 35 189 160 14e 1a6 124 114 53.6 0.73 1.01 1.19 1 0.85 1 . O.ta 40 185 158 146 143 122 113 MA 0.76 1.04 1.22 t 0.65 L4 0.16 45 172 150 140 133 116 l a8 S3A Fall 1.15 1.33 1 0.a5 1.4 0.18 50 179 154 143 139 120 Ill W 0.81 1.09 127 t 0.85 tA 0.18 55 177 153 142 137 119 110 636 o.s3 1.11 129 t 0.65 t.a 0.18 60 175 152 141 135 117 109 53.6 0.65 1.13 1.31 t 0.85 1.4 0.15 100 145 126 120 112 99 93 S3.9 0,99 126 1.43 ha60 1 0.95 t.a 0.16 HardlePandt9 5116 a8 No. 8 X 1.25' long X 0.323' HD ribbed bugle head mays 8. O.C. into funuq only 2Xa wood or 20 go. steel naming. 314' thcik by 3 5 wide wood lumng 11a 16 0.15 174 Ise 144 135 122 111 43 0 0.70 0.95 1.03 h560 t 0.95 1.4 0.18 20 174 154 140 135 1t9 109 43.8 0.70 0.90 1.08 1 0.85 1.4 a.1a 25 174 15a 138 135 116 107 43.0 0.70 0.94 12 1 0.65 1.4 0.18 30 174 147 135 135 114 105 43.0 0.70 0.98 1.16 1 0.55 1.4 0.18 35 171 145 134 132 112 103 43A 0.73 1.01 1.19 1 0.55 1.4 Ve 40 167 143 132 129 Ill 102 43.8 0.76 1.04 I= 1 0.e 51.4 Fle a5 164 141 131 127 109 101 43.8 079 1.07 125 1 0.654.4 0.18 50 162 140 129 125 108 100 43A 0.51 1.09 127 l 0.85 1.4 0.15 55 180 136 128 124 107 99 43.8 0.93 1.11 129 1 0.65 1.4 0.14 80 158 137 127 122 106 99 43.8 0.95 1.13 1.31 1 065 1.4 0.18 100 131 116 101 90 43.8 0.99 126 143 hs60 1 0.95 1.8 0.18 HardiePaneW 5h6 , 4a No. 6 X 115 long X 0.323' HD fibbed bugle ( lead screws 10' O.C. into furring orgy 2Xa wood or 20 g6 steel hand. 9, 314' thick by 3.5' wide wood hung VA 16 0- 15 164 149 135 127 115 105 388 0.79 0.85 1.03 hdle 1 0.65 1.4 0.14 20 164 14s 132 127 112 102 38.e 0.70 0.90 1.0e 1 0.95 1.4 0.18 25 164 141 130 127 110 100 Wa 0.70 0.94 1.12 1 0.35 1.4 0.18 30 164 139 127 127 107 99 SBA 0.70 0.93 1 16 0.a5 1A O la 35 161 136 126 124 106 97 39.0 0.73 1.01 1.10 1 0.55 14 0.18 40 157 134 124 122 104 96 38A 0.76 1.04 122 t 0.a5 1 a o.t8 45 155 133 123 120 103 95 MA 0.79 1.07 125 1 0.95 1.4 0.18 50 152 131 122 Ila 102 94 35.5 0.81 1.09 127 1 0.95 1.4 0.16 55 151 130 121 117 101 94 38.8 0.53 1.11 129 1 0.65 1.4 0.10 60 149 129 120 115 100 93 M.8 0.65 1.13 1.31 1 0.65 1.4 0.16 100 123 95 J8.8 0.99 125 1.43 hs60 1 0.95 1.8 014 5n6 No. 8 X 125' long X 0.327 HD fibbed bugle head avewa 12' O.C. into hanrig ordy 2X4 wood or 20 ga. steel framing. 314' thick by 3 5' wide wood tuning ua 16 0. 15 157 142 129 121 110 100 35.4 0.70 0.85 1.03 hs60 1 1 1 0.85 14 0.10 20 157 138 126 121 107 98 35.4 0.70 ago 1.06 1 O.as 1.4 0.16 25 157 135 124 121 105 96 35 a 0.70 0.94 1.12 1 O.es 1.4 0.14 30 157 132 122 121 103 94 U 4 0.70 0.95 1.16 1 0.95 1.4 0.16 35 153 130 120 119 101 93 35A 0.73 1.01 1.19 t 11.65 I.A 0.16 40 150 126 119 116 100 92 354 0.76 1.04 122 1 0.95 1.4 0.16 45 148 127 117 115 98 91 35.4 0.70 1.07 125 t 0.95 1.4 0.14 50 146 125 116 113 97 90 35A 0.81 1.09 121 t 0.65 lA a.18 55 1a4 724 115 ttt 96 69 351 0.61 1.11 1 129 1 1 0.95 tA 0.18 60 142 123 114 1 110 1 95 89 35.4 1 0.95 1.13 1 1.31 1 t 0.65 1.a 1019 1 100 1 11e 91 35s 0.99 126 1 1.43 1 tPWj 1 10.951 1.6 0Is RONALD I OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET fi443 HUNTINGTON BEACH, CA 92649 T)714-292-2602;(F)714-647-4595 PROJECT: RIO.2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-688-542-7343 in(o(p)ameshardle.com Allowable, Ultimate Allowable. Nominal Design VA nd, Speed. Design ftid, Speed. ssV,a uVim, 3.6econd gust mph) 3-second gust mph) Applicable a methods specified in 12015IBC. Applicable to methods 2017 F8q section specified in Exceptions 1 1609.1.1. as deanraed by Nrough 3 of 1201518C, 12015 IBC. 2017 Feq 2017 FBq Section Figures 1609.3(1), (2). or 16119.1.1. 31 Caudill,' used in Table 6 calculations for V,a Wild exposure category Wild shoat re category Siding K Product Minimum Thidoless NM in.) FastenTypeType Fastener Spacing in.) Frame Type Stud Spacing t3uikting Heigh h.) B CI 0 B C 0 A9oee0le Design loadad' Ohl Ehm a Ens c Ens o K, w GC` GC1r 0-15 136 125 11a 107 97 68 27A 0.70 0.65 1.03 hs60 1 0.95 1.4 0.16 122 111 107 94 so 27.6 0.70 0.90 1,06 1 0.65 1.4 0.16 HerdiePanel® SN6 48 No. 6 X 1.25' long X 0.323- HD ribbed bugle head screws 8' O.C. into laming only 2X4 wood or 20 ga. sted framing, 314' thick q 3.6' wide wood ng VA 24 119 107 92 27A 0.70 0.94 1.12 1 0.65 1.4 0.18 117 107 91 27A 0.70 0.98 1.16 1 GAS 1.4 0.19 115 105 89 27.6 0.73 1.01 1.19 1 us 1.4 0.16F1131038827.6 0.76 1.04 1.22 1 0.65 1.4 M76 112 101 67 27b 079 1.07 1.25 1 0.65 1.4 0 18 111 100 66 27A 0.61 1.09127 1 0.95 1.4 0.15 98 27.6 0.43 1.11 1 0.65 1.4 0.16 97 27.6 0.95 1.131 1 0.95 1.4 015 27.6 0.99 128 ha60 1 0.65 1.6 0.19 0.15 105 168 152 143 130 118 a9.2 0.70 OAS3 hs60 1 0.95 1.4 0.15 20 185 163 149 143 126 115 492 0.70 0.908 1 0.95 1.4 0.16 HardePanetA 5116 48 0.090' shank X 0.215'HD x 1. s Iankshards 6' O.C. tiro fuming linty 2X4 wood or 20 ga. sled framing, 314' lWda w odwide wtlotlndlflaring1.IA 16 25 185 159 146 143 123 113 492 0.70 0.94 1 0.95 1.4 0.16 30 185 156 143 143 121 1 i 1 49.2 0.70 0.90 1 0.95 1.4 ofe 35 181 154 tat ta0 119 1t0 a92 0.7] 1.01 f 0.65-t a0.15 40 177 151 140 137 117 fall 49.2 0.76 1.04 1 0.85 1.4 0.16 45 174 150 136 135 116 107 a92 0.79 1.07 1 0.85 1! 0.1rung 50 172 148 137 133 115 1116 91 0.61 t.097 t 0.95 1.4 0.19 55 170 147 136 131 1145-0.83 1.11960168145135130113t05a8206511911OZ51.4 0.18 100 139 123 115 107 95 89 492 0.99 1263 h,01 1 0.95 1.6 0.16 2. OuOdug height- mean col height (M feeQ of a buldmg, except that am height shag be used for roof angle 61ess than W attud to 10' f2-12 roof slope). 3. V.. ubirrele design wid speed 4. V_ - nominal design wind speed 5. linear interpolation of building height Is 60 6) and wind speed is permitted. 6. Vend speed design assumptions per Analytical Method in ASCE 7.10 Chapter 30 C&C Pam 1 and Pan 3: 9 a•1. ".65, GCr-1.4 Ots60), GC.-1.9 (h,60), GC,F0.16 7. Wood "Mao be preservative treated per AWPA. 8. Wood tuning Mal be spna5c grawty, of 0.42 or greater per AFPldNDS; or wood structural panel, car meg a D0C PS-1 cr00C PS-2 or APA PAP-106. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 1 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE 0 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. { SE 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX SjP• DF FSSf d/{ JAMES HARDIE BUILDING PRODUCTS, INC. 1-SM542-7343 infotgjameshardie cam EVALUATION SUBJECT HardiePansIV Siding James Hardie Product Trade Names covered in this evaluation: HardiePanelD Siding. CempeneM Siding, Prevail"' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 EVALUATION PURPOSE: This analysis is to determine the mahmnum design 3-second gust wind speed to be resisted by an a of HardiePanel Can nit, Prevail Pa with nags or screw. assembly ( pa Panel) siding fastened to wood cr metal irammhg REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardrePanel Siding Z Ramtech Laboratories Report 141270-94 (ASTM E330) Transverse Load Test, 5116" Tterk by 48 inch wide HardnePanel Sndeg installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC 1271-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wade HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches an center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868.97/1475 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide HardneParnel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch sheik by 0.225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories, Reprint IC-1054-89 (ASTM E330) Transverse Load Test. 1 /4' Thrc k by 48 inch wade HardiePand Siding installed on 20gauge Metal studs spaced at 16 rndhes on center with a No 6 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report 141055-89 (ASTM E330) Transverse Load Test. 114- Thick by 48 inch wide HardhePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 6 X 1 in. long X 0.323 to head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load TesL 114" Thick by 48 inch wide HardhePanel Siding installed an 20gauge Metal studs spaced at 16 and 24 inches on center with a ETdF 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pan fastener 8. Ramtech Laboratories Report IG1273-94 (ASTM E72) Racking Shear Test 5116" Thick by 48 inch wide HardiePenel Siding installed an 2X4 Hem. -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePand Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a. 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10866-97/1475 (ASTM E72) Racking Shear TesL 5116" Thick by 48 uhch wide HanfiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches an center wdh a 4d, 0.091 rich shank by 0.225 inch head diameter by 1.5 inch long ring shank nag 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide H"ePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 1 Z Ramtech Laboratories Report 11284-9911580 (ASTM E72) Racking Shear Test. 5/16" Thick by 48 inch wide HardePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches an center with a ET&F 0.100 in. knurled shank X 1.5 in long X 0.25 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table Ia. Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 02649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2686-17 Fastener Spacing r r Frame Uldmste Allowable Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame T in.) Supports Si Fastener T PS PSF) IG1270-94 Ramtech 0.3125 46 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IG1270.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 6 4 4 6d common 236 76.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Here -Fa 24 4 4 1 6d common 143 1 -47.7 10868-9711475 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 g 4d. 0.091 in. stank X 0.225 0l 90 30.0HDX1.5 In. king &V shank rail Min No. 20 gauge X 3.625 et. X Man. No 8 X 1 bra. long X 0.323 inIG105489Ramtech0.25 48 1.375 6n metal stud 6 6 6 head diameter robed bugle 169.9 56.6 head screw Min. No. 20 gauge X 3.625 in. X Min• No 6 X 1 in. king X 0.323 6n IG1055 89 Ramtech 025 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Mn. No. 20 gauge X 3.625 in. X ETSF 0.100 in. knurled shank X 111d9 9811554d Ramtech 0.3125 48 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 170 56.7 diameter pen fastener Min No. 20 gauge X 3.625 In. X ET&F 0.100 in. kraaled shank X 11149-9811554d Ramtedn 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. king X 0.25 in. head 101 33.7 diameter pin fastener a - . - wy . -i., .! -ty .; .. 2. HardiePanel Siding complies with ASTM C 1186. Srsnd" Specification for Grade 11, Type A Non-esbes(os Fiber -Cement Rat Sheets Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls'- r Fastener Spacing Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Lose Lose Repot Number Test Age in.) fin.) Frame T in.) Supports Suppots Fastener T Pff) On IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem Fe 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 24 6 6 6d common 460.0 153.3 IG1274-94 Ramtech 0.3125 48 2X4 wood Herm-Fr 24 4 4 6d common 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 8 4d, 0.091 in. shank X 0.225 In. 595.4 198.5 HD X 1.5 in. log ring sfaroc nag IG1057 89 Ramtech 0.25 48 Min. No. 20 gauge X 3.625 in. X 16624 6 6 Min. No 8 X 1 in.. long X 0.323 in head diameter bugle 1.375 in metal stud ribbed 990.0 123.8 head screw Min. No. 20 gauge X 3.625 in. X ETBF 0.100 in, knurled shank X 11284 99/1580 Ramtech 0.3125 48 1. 375 in metal stud 16 4 a 1.5in. long X 0.25 In. head 1227.0 153.4 diameter pion fastener Min. No. 20 gauge X 3.625 h1. X ETBF 0.100 in. knurled shank X 11284 9911580 Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 i n. long X 0.25 in. head 1060.0 132.5 diameter pen fastener 2. The mammon hdghl4o4ength ratio for construction In ads Table is 2:1. 3. In the steel framed assemblies the allowable bad is based on the average load at I IS inch net deflection. RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET i1443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686.17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 info@jameshardie.corn DESIGN WIND LOAD PROCEDURES: Fiber -cement swing transverse load capacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards. Via the transverse load testing an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test load. Suave the allowable design load is based on factor of safety of 3, allowable design loads on Ober -cement siding eoretate directly to requ6ed design pressures for Allowable Stress Design, and therefore shoudd be used with combination loading equations for Allowable Stress Design (ASO). By using the combination loading equations for Moveable Stress Design (ASO), One tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26.5.18. and Figure 26.5.1C. For this analysis, to calculate the pressures in Tables 3. 4, and S. the bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using egowabfe stress design , bad combination 7. Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure. Equation 1, q,=0.00256•K.-V,9(,'V1 (ref. ASCE 7-10 equation 30.3.1) c6 , velocity pressure at height z K, , velocity pressure exposure codfidere evaluated at height z K, , topographic factor K.. wind directionahly factor V . basic wind speed (3-second gust MPH) as determined from (2015 IBC, 2017 FBCJ Figures 1609.3(1). (2). or (3); ASCE 7-10 Figures 26.5-1A, S. or C Equation $ V=V,p (ref 2015 IBC 6 2017 FBC Section 1602 1 definitions) Va , ultimate design wind speeds (3•secand gust MPH) determined from 12015 IBC. 2017 FBCI Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1 A, B. or C Equation 3, p=q,•(GC.-GCS) (raf. ASCE 7-10equadw 30.6-1) GCp , product of edernal pressure coefficient and gust -effect factor GC.. product of internal pressure coefficient and gust -effect factor p , design pressure (fSF) for siding (allowable desgn bad for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'K,'K,'Va2-(GC.-GC.) Allowable Stress Design. ASCE 7-10 Section 2.4.1. toad combinabon 7 Equation 5, . 0.60 + 0.6W (ref. ASCE 7-10 sedron 2.4.1, bad combination 7) 0 , dead load W , wind load To determine the Allowable Stress Design Pressure, apply file bad facto for W(wind) hom Equation 4 to p (design pressure) determined hom equation 4 Equation 6, pa. = 0.61(p) Equation 7. per. - 0.610.00256'I ;'K,'K.'Vay(GC.-GC.)j Equation 7 is used to populate Table 3, 4, and 5 To determine (he allowable ultimate basic wind speed for Hatdie Sliding in Table 6, solve Equation 7 for V,,, Equation 4 Va = (p.wM.6M.00256*V,•K N'(CC.-GC,))°S Applicable to methods specified in Exceptions 1 through 3 of RM 5 IBC, 2017 FBCJ Section 1609.1.1. to determine the allowable nominal design wind speed (Vasil) far Hardie Sliding in Table 6, apply Me conversion formula below, Equation 9, Vim. = V,. • (0.6)as (ref. 2015 IBC Y 2017 FBC Section 1609.3.1) Vim. , Nominal design wind speed (3-second gust mph) (MI.. 201518C & 2017 FBC Sectibi )Wt i/liiii i_ Table 2. Coefficients and Constants•used in Determining V and p, 1(6 Wall zone 5 Height (ff) E)p B Enm C Elm 0 Ka K. G G 0.15 0.7 0.85 1.03 hSW 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.65 1.4 OAS 25• 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.98 1.16 1 0.95 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 ao 0.76 1.04 1.22 1 0.65 1.4 0.18 45 0.785 1.065 1145 1 0.85 1.4 0" 50 0.81 1 0.95 1.4 0.18 55 0.83 1 0.85 14 0.16 60 0.95 gi.26EI,43 1 0.85 1.4 0.18 100 0.99 h>60 1 0.95 0.16 OGAINA V -y No. I I STA .` e^ ... t'r (.; .-,J A - . RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 intoQameshardie.com Table 3, Allowable Stress Design • Component and Gadding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category M W #W Speed(3-secandgust) 100 105 110 115N-20.8 130 140 ISO 160 170 180 190 200 210 Height (R) 8 8 8 8 8 8 8 B 8 B 8 8 B 0.15 14.4 15.9 17.5 19.1 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 Z.7 20 14.4 15.9 17.5 19.1 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 1.7 25' 14.4 15.9 17.5 19.1 244 20.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 24.4 28.3 32.5 37.0 41.7 46.8 52A 57.8 63.7 35• 15.1 16.6 18.2 19.9 25.4 29.5 33.9 ' 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20.7 26.5 307 35.3 40.1 45.3 50.6 56.6 62.7 1i9.1 45 16.2 17.9 19.6 21.4 23.3 27.4 317 36.4 41.5 46.8 52.5 985 64.8 71.4 50 16.7 18.1 20.2 22.1 21.1 282 32.7 37.6 42.8 54.1 60.3 66.8 73.7 55 17.1 18.9 20.7 22.6 24 7 28.9 33.6 38.5 43.8 55.5 61.8 68.5 75 5 6 1 1. 3. 2 . 29. 39. j-74.0 63.3 1 3 100 25.6 28.2 31.0 33.8 35.9 43.3 50.2 57.6 65.5 82.9 92.4 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed (3-second gust) 100 105 110 1 115 120 1 130 140 150 160 170 180 190 200 210 Height (it) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 4.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.6 70.0 77.6 85.5 30 20.2 22.3 24.5 26.7 29.1 14.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 35.2 r40.8 46.9 53.3 60.2 67.5 75.2 83.3 91.9 40 21.5 23.7 25.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26.5 29.1 31.6 37.1 43.1 49A 562 63.5 71.2 79.3 67.9 95.9 50 22.5 24.8 27.2 29.7 32.4 38.0 41.1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 1.9 51.5 58.6 66.2 74.2 82.7 1 -91.6 101.0 0 4 2. 6 f.4 1 I - 1 100 32.6 35.9 39.1 43.1 45.9 55.0 63.8 73.3 83.4 94.1 1 -105.5 117.6 1 -130.3 1436 Table 5, Allowable Stress Design - Component and Cladding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wlnd Exposure Category 0. Wind Speed(3-secondgust) 100 105 110 115 120 1 130 140 ISO 160 170 180 190 200 210 Height (it) 0 0 D D D D 0 0 0 0 0 0 0 D 0.15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85 0 93.7 20 22.3 24.6 27.0 29.5 321 37.7 43.7 50.1 57.0 64.4 72.2 W.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 93.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40 4 46.9 53.8 61.3 69.2 77.5 86.4 95 7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 55.2 62.8 70.9 79.5 88.6 98.2 108.3 40 25.2 27 7 30.5 33.3 36.2 42.5 49.3 55.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 65.7 742 83.2 92.7 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 4.3 51.3 58.9 67.1 75.7 84.9 94.6 104.8 115.5 55 26.6 29.3 322 352 38.3 45.0 52.2 59.9 W 1 76.9 66.2 96.1 106.4 117.4 9.6 ou 1 6 1 .1 11 . 100 37.0 40.8 44.7 48.9 53.2 f2.5 72.5 83.2 94.6 106.8 119.8 133.4 147.9 163.0 Tables 3. 4,-and 5 are based on ASCE 7-10 and conststem with fro 2015 IBC, 2015 IRC and the 2017 Florida But'MM Code OGAWA ST" OF ; RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET "43 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 1 1 infoMameshardle.com 1 t1off pGAWq Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical McMod in ASCE 7.10 Chapter 30 C&C Part 1 and Part 3) 2015/8C, 2017FBC 20751BC, 2017FBC 1V 1 R lam' FLO R1QQ, •' Al O/C((' 1•••••....•••• 1J I O N PA- 1 fl7n Coefficients used in Table 8 ealevNaorrs for V. Allowable, Ultimate Design Wind. Speed, 3-second gust mph) Allowable, Nominal Design Wind. Speed, 3-second gust mph) App6utle to methods spe 17 F nt (2015 on2017FBC] Section 1609.1.1. as detertr - by Figures 1809.3(1). (2), or 3) Apph le bceptonsspewedmExceptionsn 1 3 0l (2015 IBC. 2017 FBC] Sedlon 1809.1.1. Wind elaloslce category Wmd elalosure categ22 Siding K Product Product Ttdt knees Width Fastener Type Fastener Spacing Frame Type Stud Sp8ong inches) Building Hagte 1 feet) 8 C 0 B C 0 Allowable Design( inches) load Man Elm B E1p C E>m 0 VV K I GC. I GC, HardiePanelt 5116 48 ad mmonHerr-Fir 6 2X4 wood 16 0.15 186 168 153 144 130 lie 49.7 0.7 005 1.03 hsSO 1 085 1.4 1 ate 20 186 164 149 144 127 116 49.7 07 0.9 1.08 1 0.85 1.4 0.16 25 186 160 147 144 124 114 49.7 0.7 094 112 1 0.65 1.4 ate 30 186 157 144 144 121 112 49.7 O.7 0.98 118 1 0.855 1.4 0IS 35 182 154 142 141 120 110 49.7 0.73 1.01 1 19 1 0.85 1.4 ale 40 178 152 141 138 Ila 109 497 076 1.04 1.22 1 085 1.4 0.16 45 175 150 139 136 117 108 49.7 0.785 1055 1.245 1 0.85 1.4 016 50 172 149 138 134 115 107 49.7 Oat 109 1.27 1 0.85 IA 010 55 170 147 137 132 114 106 497 0.83 111 1.29 1 0.85 1.4 0.18 SO 168 146 136 130 113 105 49.7 0.65 113 1.31 i Fes- 14 0.18 100 139 124 116 108 96 90 1 -49 7 0.99 126 143 hs60 110.55 1.8 0.18 HardiePanel8l 5/16 48 ad common 4 2X4 wood Hein -Fir 16 0.15 233 212 1 192 161 164 149 78.7 07 0,85 1.03 hf60 1 0.65 1.4 019 20 233 206 188 181 159 146 78 7 0.7 as 1.06 1 0.95 1.4 0.16 25 233 201 195 181 156 143 73.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 233 197 161 181 153 140 787 07 0.99 1.16 1 065 1.4 016 35 229 194 179 177 151 139 78.7 073 1.01 1 19 1 0 65 1.4 0.18 40 224 192 177 174 148 137 78.7 076 1.04 1.22 1 O.e5 1.4 d.ta 45 220 189 175 171 147 136 7a.7 0.785 1.065 1245 t 0.65 14 01. 50 217 187 173 166 145 134 78.7 081 1.09 127 1 0.05 1.4 0.18 55 214 185 172 166 144 133 7a.7 0.83 1.11 1.29 1 0.85 1.4 016 60 212 184 171 164 142 132 7a.7 0.85 1.13 1.31 1 QBS 1.4 0.16 100 175 155 146 136 120 113 78.7 099 126 1.43 h+60 1 0.a5 1.6 Ole HardrePanet9 5/16 48 ad common 6 2X4 wood Hem -Fir 24 0.15 147 134 121 114 IM 94 31.3 0.7 0.a5 1.03 hs60 1 085 1.4 0.18 20 147 130 119 114 lot 92 31.3 07 0.9 1.06 1 0.85 1.4 Ot8 25 147 127 116 114 93 90 31.3 07 0.94 112 1 0.85 1.4 0.IS 30 147 124 114 114 96 89 31.3 0.7 0.96 1.16 1 0.85 14 0.15 35 144 123 113 112 95 87 31.3 0.73 1.01 119 t 0.85 1.4 ale 40 141 121 112 109 94 86 31.3 0.76 1.04 1.22 1 0.85 1.4 a18 45 139 119 110 108 92 86 31.3 0.785 1.055 1245 1 0.85 IA OAS 50 137 118 106 91 31.3 081 1.09 127 1 025 1 4 0.18 55 135 117 105 91 31.3 0.83 Ill 129 1 085 1.4 0.18 60 134 116 103 90 31.3 095 113 1.31 1 Los 1.4 01e 100 Ill 86 31.3 099 125 1.43 hs60 1 0.05 1.8 e.18 FlardlePerld® 5116 48 common 4 2X4 wood Hem -Fr 24 0-15 182 165 150 141 128 116 47.7 07 0.95 103 hs50 1 0.85 IA 0.18 20 162 160 146 141 124 113 47.7 07 09 1.08 1 0.85 1 4 0.18 25 182 157 144 141 121 Ill 47.7 0.7 0.94 112 1 0.65 1 a 0.16 30 182 154 141 141 Its 109 47.7 07 0.98 1.16 1 085 1.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.18 1 0.95 14 0.18 40 174 149 138 135 116 107 47.7 076 1.04 122 1 0.95 14 0.t6 45 172 147 136 133 114 106 47.7 0.765 1.065 1245 1 085 14 0.16 50 169 146 135 131 113 105 47.7 Del 1.09 1.27 1 M85 L4 O.l 55 167 144 134 129 112 104 47.7 083 t 11 121 1 0.85 1.4 0.18 60 165 143 133 128 Ill 103 17.7 0.85 1.13 1.3t 1 0.85 1.4 0.18 100 137 121 114 106 94 98 47.7 099 120 143 ha80 110.85 1.6 018 HardiePanefD We 48 4d, 0.091 im shank X 0.225 R HD X 1.5 in. long r(ng shank nall 4 edge 8 field 2X4 WOod SGZ0.36 16 0.15 144 131 119 112 101 92 30.0 07 0.85 103 hs80 1 0.85 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 0.9 1.06 1 0.85 1.4 ale 25 144 124 114 112 96 Be 30.0 0.7 0.94 1.12 1 085 1.4 0.18 30 144 122 112 112 94 67 30.0 07 0.08 1.16 1 0.65 1.4 0.16 35 141 120 I'll 109 93 86 30 0 0.73 1.01 1.19 1 0.85 1.4 0.18 40 138 118 107 92 30 0 0.76 1.04 122 1 0,85 1.4 d 16 45 136 117 105 91 30.0 0.785 1055. 1.245 1 0.95 1.4 Fle 50 134 116 104 a9 30.1 0.81 1.09 1.27 1 065 1.4 0.18 55 132 114 103 89 301 0.83 1.11 1.29 1 085 14 0.16 60 131 113 101 Be 30.0 0.85 1.13 131 1 O.es t.4 0.18 100 40.0 0.99 126 1.43 h 60 1 1 1 0.85 1.6 0.18 RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 7t4-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-88&542-7343 info&ameshardie.com 201519C, 2017 FBC 2015 IBC, 2017 F9C Allowable, Utlimate Allowable. Nominal Design Wind, Speed, Design Wed. Speed. l6Va seV 3-second gust mph) 3-seoond gust mph) AP Aeable to n0 its soevaed in (201518C. 2017 FBC) Season3 t809.1.7. as deemtkned try Figures 11939.3(1J, (7). or 3)• Amicable to nwow" specified in Fxupttorts 1 d r201 S (SC. 2017 FBC) Section 1609.1.1. CoeN ciorlts used in Table 6 Calculations for V. Wind exposure category Wind expastne catcry Siding K Product Product Thickness aKhes) Width l(inches) Fastener Type Fosterer Spacing Frame Type Stud Spacing inches) Bub Heigte-1 feet) B C 0 B C 0 PS.S.6 Fxp 8 F1m c Expo Kn K, GC. GC. 0-15 108 180 163 153 139 126 0.7 0.85 1.03 hNSO 1 0,65 1! 0,16 HardtePaneW 114 48 Min. Nag X 1 h long X 0.323 in diehead fibbed bWW head 6 Min. No. 20 ga. 33 mil) X 3.625 in. X 1.375 in metal stud 16 20 Ise 175 159 153 135 123 0.7 0.9 106 1065•14018 25 198 171 157 1S3 132 121 0.7 0,94 1.12 1 0.85 1 a 0.18 30 198 167 154 153 130 its 56.6 0.7 0.95 1.16 1 0.85 1.4 0.18 35 104 165 152 ISO 128 1 t8 56.6 0.73 1.01 1.19 1 0.65 AA 0.1e 40 190 162 150 147 126 116 56.6 0.76 1.04 122 1 095 1 a 0.16 45 187 161 140 145 124 115 55.6 0.745 1.085 1245 1 0.65 1.4 018 50 184 159 147 143 123 114 we 0.81 1.09 1.27 1 0.95 1 A 016 55 182 157 146 141 122 113 566 M83 1.11 129 1 0.65 1.4 0.18 60 180 156 145 139 121 112 56.6 0.65 1.13 731 t 0.a5 t.a 0.18 100 149 132 124 115 102 96 56.6 0.99 120 1.43 tv60 1 0.95 1.8 0.1e 0-15 146 132 120 113 102 93 306 0.7 0.65 1.03 h590 1 0.65 1.4 We HardiePanela 114 48 Min. No 8 X 1 in. long X 0.323at diameter ribbed 6 Min. No. 20 ga. 33 ml) X 3.625 In. X 1.375 24 20 146 126 117 113 99 91 306 0.7 0.9 1.06 1 0.85 1.4 0.18 25 146 126 115 113 97 a9 30.6 0.7 094 112 1 O eS 400.10 30 146 123 113 113 95 a8 30.6 0.7 0.98 17 t O.a5 1.4 ale 35 143 121 112 110 94 86 30.6 073 101 119 1 0.65 1.4 0.18 40 140 119 110 Ice 93 a5 30.6 0.76 1.04 1.22 1 0.65 1 4 0.18 45 137 118 106 91 30.6 0.785 1.085 1245 1 0.65 1.4 0.16 bugle head strew, in metal stud 50 135 117 105 90 30.6 O.at 1.09 1.27 1 0.85 1.4 0.1 55 134 116 104 90 30.6 0.83 1.11 1.29 1 0.05 1! 0.1a 60 132 115 102 89 30.6 0.85 1.13 1.31 1 0.e5 1.4 0.1e 100 30.0 0.99 1.26 1.43 h-80 1 0.85 1.e 0.18 ETV 0100in knurled M6a No. G-15 198 ISO 163 153 139 127 56.7 07 095 103 h%5O 1 0.85 1.1 0.18 20 198 175 160 153 135 124 56.7 07 0.9 1.08 1 0.85 14 018 25 798 171 157 153 132 121 56.7 0.7 0.94 1.12 7 O.P5 7.4 0.5a HandiePanetlg 5/16 ' 48 Shank X 1.5 n long inX head teed diameter PA faStene 4 edge 8 fiek 20 ga. mg) X 3,625 lot X 1.375 in metal stud 16 30 19a 167 154 153 130 119 56.7 0.7 0.96 1.16 1 a.85 1 4 0.18 35 194 165 152 150 128 116 56.7 0.73 1.01 1.19 1 0.65 1.4 0.16 40 190 163 150 147 126 116 56.7 0.76 1.04 1.22 1 0.85 1.4 0.18 45 167 161 149 145 124 115 56.7 0.785 1.t185 1.245 1 0.85 AA 0.18 50 184 159 147 143 123 114 56.7 0.01 1.09 1.27 1 0.85 1.4 GAS 55 182 157 146 141 122 113 56.7 0.63 1.11 1.29 1 0.85 1! a is 60 180 156 145 139 121 112 567 0.85 1.13 Lit 7 OAS 1.4 0.18 100 149 132 124 115 102 96 56.7 0.99 125 1.43 tPW t 085 1.8 0.18 ET&F 0.100 6t. krxrtled Mm. No. 0.15 153 139 126 118 107 98 337 0.7 0.85 1.03 h560 1 0.65 1.4 US 20 153 135 123 118 104 95 33.7 0.7 0.9 1.08 1 0.85 1! 0.18 25 153 132 121 118 102 94 33.7 0.7 M94 112 1 0.85 1.4 GIs HardiePaneW 5/16 48 11a nk X 1.5 in. long X 0.25 m. head diameter pin 185lernerz 4 edge 8 field 20 ga. 33 m8) X 3.625 In. X 1.375 in metal a'dd 24 30 153 129 119 118 100 92 33.7 0.7 0.96 1. % 1 085 1.4 0.10 35 150 127 117 116 99 91 337 0.73 1.01 1.19 1 o.e5 14 0.16 40 147 125 116 114 97 90 33.7 0.76 1.04 122 1 085 1.4 0.18 45 144 124 115 112 96 89 33.7 0.765 1.065 1245 t 0.85 1 4 0.18 5o 142 122 113 110 95 68 33.7 0.61 1.09 127 t 0.65 1 4 0.18 55 140 121 113 1 99 94 87 33.7 0.83 1.11 129 11 GAS 1 -1.4 0.1a 60 139 120 112 107 93• 87 33.7 o e5 1.13 1.31 1 0.85 1!. 0.1e 100 115 89 33.7 O N 128 1 0.85 1.8 0.18 2. Knurled shank pins shag penetrate the metal framing at West 114 inch. 3. Building height = mean root height (in feet) of a building, except that cave height shag be used for rool angle G less Dan or equal to 10' (2-12 roof 4. V,a = ultimate design vAnd speed 5. V_, = nominal design Wind speed 6. Linear interpolation of building height IS 60 ft) and Wind speed is permitted. 7. Wed speed design assumptions per Analytical McOrod in ASCE 7-10 Chapter 30 C&C Pan 1 and Part 3: Ke=1, KeO.85, GC,=1.4 QuISO), GC.=1 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when 6usalled a species of wood studs other than that which was tested 2) In High Velocity Hurricane Zones (HVHZ) install per Mam-Dade County Florida. NOA 17-0406.06 OGAVtiq'' v Tr". ,!r • C- S18/0 14 ILI(' 11 Florida Building Code Online Page 1 of 2 SCIS Nome Log In I use, Registration Not Topes Submit Surcharge Stats 6 Facts ; Publications FBC Staff SCLS Site Map Unk5 Search 77RJ1m, Product Approval USER: Pudic Userapp Product approval Menu > product or application Search > application List > Application Detail FL # FL12194-116 Application Type Revision Code Version ZQ17 Application Status Approved Comments Archived L Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 C Validation Checklist - Hardcopy Received Certificate of Independence FI 12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.orcr/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 Florida Building Code Online Pase 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report Od T4 Soffits final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report Oa T4 Soffits fknal.odf Created by Independent Third Party: Yes eadk Nett Contact Us :: 2501 Blair Stone Road. Tallahassee cL 32399 Phone, 850-487.1824 The State of Florida is an AAftto employer. Coovnaht 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 mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Secuon 455.275(1), Florida Statutes, effecpve 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 an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click tiSi. Product Approval Accepts: 0 C v Crag Card. Safe. https://w-ww.floridabuildin2.org/prlpr_app_dtl.aspx?param=wGEVXQw-tDquk 4AUCD/o2fE... 2/ 1/2018 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued September 1, 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Ea!L Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1:. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M.-CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0 016-inch thick, 3105 H-14 aluminum J-channel See Appendix D for dimension drawings. Fascia- Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ppanels 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. 116' SOLID CANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZ/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 1: >n. 12 FULL VENT I SOLID PANEL ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P E. have demonstrated compliance with the Florida Building Code, 6°i Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P?Y R. ,c •, J. G E N SF % 2017.09.01 1,Q • , •'9'A No 74021 2 10-:06:18 UJ 04 00ID' STATE OF ` O•• •<v: T• O tQ P,.: Zachary R Priest, P.E. R SjONA\_ Florida Registration No. 74021 E %%0 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor vwll acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages), 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX 0 — Dimension Drawings (4 pages) ALC15001 3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location II Location Ilr c. 16" 04 Soffit — 16-inch o.c. Fastener Fastener Location Lncalion 1 1 ALC15001.3 FL12194-116 Page 1 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16° Q4 Soffit — 8-inch o.c. Fastener Location I F Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang wilh F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 . x min. long x 0.072-inch Ilia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood n staples in diamond patterncrown Wood crown staple spaced 8-inch o.c. head diaTrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/4-inch 48 16- inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch O.C. ALC15001. 3 FL12194-R6 Page 2 of 6 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-Inch One (1) min 3/4-inch z One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. z min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch trown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood Inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0072 inch diax min 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch head dia. trim nail t25. 6 inch o.c. • O.C.3/ 16-inch spaced 36-inch o.c. Max' Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch z 1/4-Inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F- 4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC 15001.3 FL12194-R6 Page 3, of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufaclurer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-Inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width fps() Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown 1-inchx 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-80 diamond pattern x 7d ring One (1) min. 1.75-inch inch o.c. 3(16-inch head spaced spaced 16-Inch o.c. shankailhanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max.inchInchx11ga. anchored to each panel lap crown x 1-inch 0.072-inch diameter BO/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Paae 5 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall nolify 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Oj a (1) min. 1.75-inch x Max. Inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 Wood leg staples in each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch diamond pattern 1) min. 2.25- inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail wilh min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided fbr Slate of Florida producl'approval under Rule 61G20-3. The manufaciu er shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installatlon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Apoendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product altribules that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /. One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 12-inch 1) min. 2:25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min, tfi0 inch x 7d ring pattern spaced 16- min. 2.25-inch z 7d One (1) min. inch- 8-inch O.C. 3/16-inch head spaced chinch ailshanknail inch o.c. ring shank nails toe- hank inch x 0.072-inch 12-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- be(ween rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. inch -inch Max. rafter with one x 1-inch leg into (lie end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. t53.3 inch x 7d fin g pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-Inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. inch- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each balten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 6 This evaluation report is provided for Stale 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 (lie duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovEo SysrEMs section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail fain. 3/8" head dla. natl wich min. 117" augagamnnWor wool auber.ratul or min. 0.097" 11a. T-nal.l or auji, call with m1n. S/8` Huyagamaul.(for concrete or blcu:k substracel., dpacud as nw oci trbove . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 8 12F-3 F" CHANNEL Wood, Coucreco or Blout, Hall. STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page'1 of 12 This evaluation report is provided for Slate 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. NCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ire `" ``t SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" x 1/4' I uDETAILCROWNSTAPLES USING A DIAMOND — 316- KTWCfMI sr: PATTERN FACIA BOARD `\ d FASCIA CAP 12F-2 FACIA BOARD 1 3/4" X 1/4" CROWNJS.S. a" STAPLE ON CENTER 1-3/4' TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S. 4B' INSTALLED CAPWITHTHEOCFASCIA NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT—n'ax. 12-inch span WOOD SI SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for Slate 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 allribules that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I I-CHANNEL 1-3/4- TRIM NAIL acrewed to soffit PAINTED S.S. 46- with one(11 Ba x i/2" x 3/8• hand O.C. diameter screw, 16• o.c. SAFFIT-max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 31e'' IW " SOFFIT STAPLE LUS DIAMOND PATTERN DETAIL FACIA BOARD air ervccsi rer cs ASCIA CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE V ON CENTER. 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4o CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page.3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufaclurer shall 6otify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes Ihal are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I- TRIM TIME fAS(IA BOARD PAINTED S.S. fASW CAP SOfFIT ri!' fAOWN STAPLE OPLII RAFTER FASCIA BOARD 11 OL S/8' 1•NeE 16F-1 SOFFIT L FASCIA 16F-5 DETAIL FASCIA CAP; REFER FO SOFFIT L FASCIA DETAIL f' (NANNEL SOFF14 MAX. 16' SPAfI MASONRY SUBSTRATE ALC15001.3 FL12194-116 Page 4 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or gLlalily assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product athibutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dtu, natl with min. 1!1" en7d7emeut(t:or wood auhst,rat.a) or min. 0.097" dia. x-nail or stub ual.l with m1n. 5/4" onga9010WIL(for concroto Or, block 3Vbatrata), aPaced ae pored above . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II '\\-"F" CHANNEL Wood, Concrer.e or - Block Wall 0 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /h"J PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i "'fT,wcfa SOFFIT STAPLE OPEN RAFTER 3/4• X 1/4" ' DIAMOND PATTERN I ; D TAILCROWNSTAPLES USING A DIAMOND 1 .eve • KIVM f sr s / PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4" X 1/4- CROWN FACIA BOARD 8' I —3/4" TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. T—'F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE; D.C. NAILING FLANGE UP OR 3/4' X 1 /4" DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The nlanufacluier shall noliy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I" TRIM HAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'.4" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT &FASCIA USING A OIAMOt10 DETAIL 16F-2 8 PATTERN; REFER TO 16F-6 SOFFITSTAPLE CNAM0NO FAITER14 DETAIL FASCIA CAP; REFER f0 SOFFIT t FASCIA OEfAIL F' CNANNEI 3/e SOFFIT: MAX. 16" I SPAN WOOD__,--" SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER aie• KIWEO ` ` SOFFIT STAPLE olsrTAftE a ; DIAMOND PATTERN 1 1—f DETAIL FACIA BOARD ve• errv[ri+r ariw ts i 3/4` X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 16J-1 i1jul - ri—CHANNEL 3/4` X 1/4- CROWN 8" FACIA BOARD 1-3/4" TRIM NAIL 1-3/4' TRIM NAIL j STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4` X 1/4" CROWN STAPLE SOFFrr—max. 16-inch apan SOFFIT W000 OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TAIN NAIL FASCIA BOARD PAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT UStNG A DIAMOND PATIERN; REFER TO 1- ' CROWN STAPLE SOFFIT STAPLE DIAMOND PAflfall DETAIL 1 I. 1RO1 NAIL FASCIA BOApO PAwTE0 S.S. SOFFIT 11 FASCIA DETAIL 24F-1 & 24F-4 1-4- (DOWN STAPLE —• FASCIA CAP; REFER TO SOFFIT A FASCIA \ DETAIL l I'a!' SYP i 91 f-CRAIOIEL Batten Anchored to SOFFIT. MAX. !C' I IRaltarawithoneid Rlnq Sham Nall at WOOD SUBSTRATE avert Railer / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Witch this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM MAIL FASCIA BOARD PAINTED S.S. 1.1- SMOOTH SHANK FASCIA CAP ROOF NAZI$ SOffli 1'91' CROWN STAPLE 1 !' TRIM NAIL FASCIA BOARD PARITEO S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1'r!' CROWN STAPLE FASCIA CAP: REFER t0 SOFFIT t FASCIA o UETAII HeniMl 1'a2' SYP Ballen Aerhor 0 to SOFFIT; MAX. tL' F-CHANNEL Rdtert rilA any 7d Ring ShArA NAB N every R411er WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM IIAIL FASCIA BOARD PAINTED S.S. ILOA i' T•IIAILS FASCIA CAP SOffli 1'e1' CROWN STAPLE 1 i' TRRI NAIL FASCIA BOARD PAIN EEO SS. SOFFIT L FASCIA DETAIL 24F-3 & 24F-6 1-4' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT 11 FASCIA Of f AIL Noahwl 1'42' STP Batten Anchored to SOFFIT; MAX. 24' f•CNAIINEL Rallere with an* Id Ring Shaah Nall at every Raller MASONRY ALC15001.3 FL12194-136 Page 11•of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' IRW NAIL BOARDFASCIA PAWILO S.S. 1'a!' CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND' PATTERN: REFER TO CAN[ILEVEREO 1-I- CROWN STAPLE SOFFIT STAPLE RAFIER DIAMOND PATTERN DElA4 FASCIA BOARD SOFFIT L FASCIA 1 TRW NAIL DETAILPAIIIIEOS.S. 24J-1 & r 1'v!' CROWN STAPLE 24J-2 FASCIA REFER 1i I FASCIAt0SOFFIT BE TAB. Nom6W 1' a r SVP bottom Cabbed between !aeon alkf SOFFIT: MAX. 24' 3 /a 1-(NANNEL e..led with one (t)2d ling IIthanknailweight.naded WOOD SUBS TRA[E Intough the tenet Into die and of ttu ballen of two (21 7d Mg a(lahk nalls Ioa•nalled an I odder aide of the bottom at Ina baltenhanet Inleleuelioll SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Apoendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 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„„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout [lie duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C jh. Q1, STyp!eg ZoeRf136 nMea 140 kj 52aMO 40 180 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 40 18.3 21.5 24.9 28.6 32.5 36.7 A1.2 A5.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 A1.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 A1.7 A6.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 A6.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 A1.7 A6.8 52.1 57.8 40 22.6 26.5 30.7 35.3 A0.1 A5.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 A8.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 A4.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11*7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 125 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC 15001.3 FL12194-116 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. a CREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C sr<,w..;ay?;k. Desi n,Wind,P..ressu_res.foP Soffifs inEii'osure:'C,:.•i:L.+:s,y';=.r rir"•a:tix;:i?.'' s> sreatw! Building r. d aType + tone Mean' c;. Roo Hei `fits ft i' 120 1 30 140 V Basi6Wirid,S eed z 150 60. rrt h' 170 i+`w'f r:r,;.„t>'rt•"'d,-- 1"80 r_ ,?' tir , f: r:• Enclosed 4 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 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 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 1 -73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 'Page 3 of 4'.. This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, inslallalion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desigri•WIhd'iP,ressuressfor;Soffits':in Eic Buildingsm tiType 2one Mean Roof Hei-Fitt ft 120 130 1 10 i+ .,N ikBas(c INihd S 6eed' 150 96l) m' h 170 180 190 wit 2{00 t Enclosed 4 20 26.0 30.5 35.4 40.6 46`2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74 9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 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 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 1 -86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-116 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/6" 3/8" J-Channel 3/4" --_I F1/8" HEM ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/E' PROFOE ALUMINUM COILS, INC Soffits Appendix D ALC150O1.3 FL12194-R6 Page•1 of 4 This evaluation report is provided for Slate•of Florida producl approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/81, r 1/8" HEM 6"FASCIA T' BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Stale 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 16" 04 Soffit GAr M1P 18" BLANKS 3; / e PROFILE 01D00a ooao oa000 oo a a0D aaoa ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK J/H•" NHUI-ILt ooaa ooc aa ci aa O O 0 U END OF REPORT ALC15001.3 FL12194-116 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, inslallption, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 SCIS Home Log In I User Regatration Hot Topics Submit Surcharge I Stats b Fa= E Publications FHC Staff i SCIS Site Map Unks Search dbpr rn. Product Approval USER, Public User t Product Addroval Menu > Product or Aoolicaunn Search Aoohcahon USt > Application Detail FL x FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext200 rmetz0010tam pabay. rr.com Authorized Signature Robert Metz rmetz001 @tam pabay. rr. com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rm etz0010 to m pa b a y. rr. co m Quality Assurance Representative Don Shaw Address/Phone/Email IKO industries LTD 120 Hay Rd. Wilmington, DE 19808 717)579-6706 don.shaw0iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden E/ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Equivalence of Product Standards Certified By Year 2016 2010 2011 2011 https://vAnA-Ar.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQv\rtDgse7mYBd2b')K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL * Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes Approved for use outside HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9.26- 20171 from FM.Ddf Impact Resistant: N/A Design Pressure, Pressure, N/A FL7006 RIO C CAC Letter - ASTM D3462 letter - 20171.odf Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC ASTM D 3462 - Shmole letter Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-2017).Ddf Impact Resistant: N/A Design Pressure: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 20171 from FM.odf Other: FL7006 R10 C CAC Letter -ASTM 03462letter -(9-26- 2017). Ddf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017). odf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL7006 R10 II Hio and Ridge Caa Shingle installation Instructions. odf FL7006 R10 11 IKO-187-02-01 Letter - installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use•in-HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 20171 from FM.odf ApprovedforuseoutsideHVH2: Yes Impact Resistant, N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017). odf DesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017). odf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL7006 R10 11 IKO-187-02-01 Letter - Installation instructions for FBC FL7006.odf FL7006 R10 11 Roofing-Products-Leading-Edge-Plus- ADolication- EN (i ), odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https:// vN-Afw.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006.4 I Marathon Plus AR, Superglass Plus I 3 tab fiberglass asphalt shingle manufactured at [KO'S AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 20171 from FM.odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 0217).odf FL7006 R10 C CAC Letter- ASTM E108letter -(9-26- 20171. odf Quality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: bust H— Contact us :- 260f Blau Stene React. Tallahassee FL 323oe Phone, RSO.4117-I1124 The State of Flonda is an AVEEO employer. Copyright 2007-2012 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 850.487.139S. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Itcansed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The ematls 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 45S, F.S., please dick here . Product Approval Ao celptt: co{ L R Crept Card Safe https:// vAnA-Ar.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: i4/ /// C Signed: t Brad GrzyboWslii DU c T.M u en Managing Director Florida RbV ere -Professional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Cantwaion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5777 Fax: 813-621.5840 email. materialmtmg@p=nLcom Website: ht1pJAWAN.pdt1ni.c0m IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8°. STEEP SLOPES I^ r ,•I ..— _. t-uT tarn t-, SEALING SIMP-- t>va- I NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PR Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel. 813-621-SM Far 813-621.5640 e-mail: matedalstesti g@0MLoom WebSite: hnplA w iinanLoom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8°. 61 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six naLts as shovm. nnn CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Consmktion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel. 813.621.5777 Fax. 813-621-5840 e-mail: matedalstesting@pncmLcom WebShe. httpJk ww.pnernt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting -at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. T4pEti CIR PPo Constntaton Materials Tedmdogies, LLC. 6412 Badger (love Tampa, Ft. 33610 Tel: 813-621-SM Fax: 813421-5840 e-mail. matenalstaSdng@M=LCam WebSite: httpJA~priCmLcam IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. . Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PPI Construction Materials Technologies, LLC. 6412 Badger (five Tampa, FL 33610 Tel. 813-0-SM Fax• 813-621.5840 a -mail. materialstescng@p =Lcom WehSite. hapJAvA w.pri=Lcom Florida Building Code Online Page 1 of 2 r lr SCIS Monte I Log In I User ReytStrabon ( Mot TOPICS I subrtut surcharge I Stats & Facts I PubliCabone I FSC Stan I SCIS site Map I Links I search I e Product Approval USER. Public User ProouR A Menu > Proouct or Aoolicaoon Search > Aeolicabon List > Application Detail FL x FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) S74-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R3 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 Equivalence of Product Standards Certified By Sections from the Code https://vA-A-A,.floridabuilding.ora/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZI Q... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products rI Method 1 Option D 10/10/2017 10/11/2017 10/1S/2017 12/12/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: No FL15216 R3 I] 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVH2: 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 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odf Created by Independent Third Party: Yes Contact lid :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 8SO-487-1924 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 It you do not want your e-mall address released in response to a public-reCordS request, d0 not Send electronic mail to this entity. Instead, contact the office by phone Or by traditional mall. It you have any questions, please contact 8SO.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 emads 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 nere . Product Approvaal Accepts: 9ERM© Ciradi1 Chard Safe https://vA-A-A,.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ IQ... 2/6/2018 QOTRINIT'YIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R3 FL15216-R3 Date of Issuance: 02/17/2012 Revision 3:10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: 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. Trinity I 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 "Trinity IERD 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 Thefacfacsimilea seal appearing was authorized by Robert1: „ Noeminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. 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 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. QOTPuNITYIERD 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 following sections of the 6th Edition (2017) 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 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: iniLtf Examination Reference Date ITS(TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TSTS878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: OGF COV ER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 WYes No No Ye Yet w NOW 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3 Certificate Of Authoriwtion #9503 6r" EDITION 12017) FBC NON-HVH2 EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 2 of 3 VT_INITYJERD 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 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. 6.3.1. Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 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. 6.3.2 Single Laver: Roof Slooe > 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: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R3 Certificate of Authorbotion #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FLiS216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 3 of 3 Rhinofoof" U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use'of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRo6f' U20 can be anchored with corrosive resistant 3/8" head x 1 " leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1" plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof' U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof' U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof' U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may varywith surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap° Roofing Products Division IlkCharleston, SC • Vancouver, BC • Mission, BC a Montreal, OC enya<'< Web: www.InterWrap.com/roofing I E-mail: info@interwrap.com NEMBER 1c` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 Business & Professional Regulation tt aCls Home I Login I user ReglStration f Mot Topics submitsurcharge hats & Faas { Publications FaC Staff aCls site Map Links search Y Product Approval 1 USER. Public User Product Aonroval Menu > Product or Application Search > AOOIiCALQn Llst > Application Detall FL # FL16994-RS Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/ Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals. com Authorized Signature Jeremy Kelsey j h ke 1 se y 0 se m eta I s. co m Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden G Validation Checklist - Hardcopy Received Certificate of Independence FL16994 R5 COI SEM14001.5a 2017 FBC Eval Report Off-Ridoe Vent nfial. pdfReferencedStandard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1503.5 1709.2 Product Approval Method Method 2 Option B https'//A- Arw,floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQ\N tDgvBwYu9TrZN... 2/6/2018 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved 09/26/2017 10/10/2017 10/15/2017 12/12/2017 Summary of Products FL # I Model, Number or Name Description 16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16094 RS II SEM14001.5a 2017 FBC Eval Reoort Off - Ridge Vent final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 R5 AE SEM14001.5a 2017 FBC Eval Reoort Off- Ridoe Vent final.odf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with clay or concrete the Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 II SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.Sb 2017 FBC Eval Reoort Tile Roof Vent final.odf Created by Independent Third Party: Yes Batlt ---1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO487.1824 The State of Florida is an AVEEO employer Copyright 2007-2013 State of flonda. • 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 mad to this entity. Instead, contact the Office by phone or by traditional mail. It you have any questions, please Contact 1150.487.1395. *Pursuant to Section 4S5.275(I), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have One. The emalls provided may be used for official communication with Me licensee. However erilal addresses are public record. If you d0 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 4S5, F.S., please dick here. ProductAA pprovvval Accepts: 9W ICJ w.M1 Cre(7a Card Safe hnps://a-A-Af. floridabuilding.org/pr/pr_app_dtl.aspx?param=A,GEVXQwtDgvBwYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017 11801 Ind ustry Drive Jacksonville, FL 32218 800)874-0335 htti3://www.s metals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5, 1709.2 Properties: Roof Ventilation REFERENCES in& Report No. Standard Year PRI Construction Materials Technologies (TST5878) SEM-029-02-01 ASTM E 330 2014 PRI Construction Materials Technologies (rST5878) SEM-031-02-01 ASTM E 330 2014 Zachary R. Priest, P.E. (CREEK Technical Services) SEM14003 Calculations 2014 PRODUCT DESCRIPTION Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high. Vent is available in nominal 4-ft, 6-ft and 8-ft sizes SEM14001.5a FL16994-R5 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. CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION Southeastern Metals Manufacturing Co., Inc. Off Ridge Vent Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum 2:12 Installation Height: Maximum 33-ft Roof Cut -Out: 2.5-inch wide x 42-inch opening for the nominal 4-ft vent 2.5-inch wide x 66-inch opening for the nominal 6-ft vent 2.5-inch wide x 90-inch opening for the nominal 8-ft vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5-inch HWH screws with 0.5- inch sealino washers or min. 12 aa. x 1-1/4-inch rino shank nails with min 3/8-inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5.5- inches o.c along all four sides of the vent. All loosened shingles shall be adhered down with roof cement/mastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13.5 psf for 4-ft and 6-ft vents Pressure -18 psf for 8-ft vent Pressures calculated using 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. titiIIlrrf/11 X R. G, P• . No 74021 O: :(r= 0:• / STATE OF 4 :` F'•. C 0 R t O p=• is; O N A, ,to% CERTIFICATION OF INDEPENDENCE 2017.10.10 10:29:43 r- 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R: Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM14001.5a FL16994-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MI.AA1I-DADS COUNTY MIAMI- PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY 4,N'D ECONOMIC RESOURCES (PER) Miami, Florida 33175-2474 BO.MW ND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%,•w,.miamidade.-zo,•/econom%- Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 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 AJ-IJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather 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 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 and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. U0at—_ 2 NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page I of 3 ROOFING ASSEMBLY APPROVAL Catecory: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent : 4- %2" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agencv Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description:' 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1 /8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-'/." galvanized ring shank roofing nails spaced approx. 8" o.c. and 1". from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather 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 Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: MIAMI•DADE COUNTY u - DRAWINGS o ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08• Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 e Documented Construction \falue:-S- Job Address: Historic District: J'es \o 0 Parcel CD: 9t-Y Residential 0 Comttiercial Newof \fork: ew• :-%dditian Alteration RepairEl Demo Change of U e ifove El Descrintion of.\\ork: I l`! i'l f' I k i (! li r'tlr ilf !! ,-- cr-') , Plan Review Contact Person: Phone: Fax: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: 18" JL6Z8 Email: Property Owner Information Name P:SqPhone: Street: City, State Zip: Title: Resident of property? : Contractor Information Nafile _ ii C Il l ;—%'(r - 1 _• I ? Phone: Street. 4 / Fax: City. State 7_ip:. a61 i t Y'r; 1 j % State License ! o.: v Architect/ Engineer Information alne: treet: Cite. St. Zip: Bonding Company: AddresS. Phone: Fax: E- nail: lol•ttae Lender: address: aI: NINC ' ro ONN-E'ER: YOUR FAILURE TO RECORD A Noi-t .'C OF COMMENCEMENT MAY RESULT IN VOUR PAVCII GTWICEI-011 IMPPOVENIENTS TO YOUR PROPERTI•• A NOTICE OF COANIENCE IEN1• MUST Dr.. RECORDED ANDPOSTEDoNnir .IOI: SITC [:',[:I--OIZE THE FIRST INSPECTION. IF \'OL• IN'rEND 'ro OBTAIN FINANCING. CONSULT wrm YOUR. LENDER OR AN A TTORSFY I:EFORE 10:CORI.)ING YOUR NO1'ICI- OF COMNIENCEMEST. t .:.`.ili` ij .l_.-_.': !:2: lip i i1i'_::`.:! t`:::T::i ii` i:: i.'•' '. .. .... ` .. p or tJ i}!: I:SL':1:_ i): (t::T.e:i lti4 iii3i ?! 1! J? l'.'!;} i ; P. ?%e_'i r.l::t :„:ii : j'i•i 311r19'.1'i r .•r_!_;I;:_l CC::i:t ::iAJil a misjurisdiction. I understand that a se, crate permit Inuil In secured for eleetrical Murk. plut:l!i, si_r.;, wells. pouts. furnace. hailers. Ili^ -tors. tanks. anti air conditioners. etc. ri:C II!S.3 shall 6c inccj ih_d %, iat the the ci.dc in cffret a; ..'that (!:air: rlr,ri':a F:uiltlia', Co;1c NOTICE: In addition to the requirements of this permit, there may be additional r:;tri:tions applicable to this propery that men• befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other goy ernm:ntt !entities such as .catermanagementdistricts, state agencies, or federal ae.neics. Acceptance of permit is verificntion that I will uotify the owner of the prope,rw of the requirements of Flarictt: Lien Lau. F S i l?, The City of Sanford re quir.;s_paytnent.of_a plan review fe a;-th: time of permit submittal A copy of the e.recuted contract is requirednord_•. to calculate a plan review charge tend will be considered time eitimated construction, valuz of the job at the time of submittal. The actual construction value will be fieured based on the current ICC VJa cation Table in effect at the time the pertttit is issued, inaccordancewithlocalordinance. Should calculated charges ftmtred off the executed contract exceed the ac;t;al constructioncreditwillbeappliedtoyowlpermitfeeswhenthepermitisissued. OWNEWS AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will beoneincontpliance %%Un all appljcable laws regulatin, rat: 0 Q:t :... Apit, Q=•- tint rinn:: A e:n:•a \3n: Strum:: o: -Not a-%•St:t:.,* Fto t,:a Dane Owner/ Aunt is Person_liv known to \le or Produced rD Type of ID STEPNANIE RALLO Commission q FF t75tN 7 Expires Nov '-r9, a Cent'• „, O;l'il IO .\Ir Or Produced ID Type of fD BELOR' IS FOR OFFICE- USE O_'LY Peratirs Regl!it•c•cl: Building El;ciricaj \l:clt:l:i=:ca! pItii•ti,i:IV Gas Roo`' Constt• uction Type: Total Sq Ft of Bids!: Occupancy Use: Min. Occupancy Load: ew Construction: Electric - _ of :Vitps Flood Zone: of Stories: PlUnibin_ - = of Fixtures Fire Sprinkler Pet-iniu Yes No = of 1-It—_; Fire Alarn1 Permit: yes \(1 APPROVALS: O F G: UTILITIE_S: %t'.%S T E \VATER: E\ Cjf`EEitf.\G: FRE: BUILDING: --- CC) 1-.NIE fS: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S 3 M A 1kk I ! Craol YJl Historic District: Yes No INJobAddress: Parcel ID: Residential pa, Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: L1 LJM tG) i TO • e h tuj S J Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Ur ) Co• 1 e'-f L1-Lt* f Phone: 40- W--[ `l 10d Street: 106 S y 0rFax: y U 7- 0 7 V cEL 3q 7 1i State License No.: City, StateZip: a ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Si aturco``' on ,.,/Agent to tL L cis Print Contractor/Agent's Name of Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY IlII11l1// / 7 {. fEAld i, f w / 7. B Q OFF 120955 r Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application dW CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4607.00 Job Address: 3837 Night Heron Dr Historic District: Yes No Parcel [D: 17-20-31-502-0000-2100 LOT 210 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit inust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application dwp 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 (lie executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issucd OWNER'S AFFIDAVIT: I certify that all of the forehoing information is accurate and that all work will be done in compliance with all applicable laws regulati g Onstructifln and zoning. Signature of Owner/Agem Date Si nature of Print Owner/Agent's Name Signature of Notary -State of Florida Date r' Kevin Stine Print Con ctw/Agent's Name Signatureo' to Date KELLY WEBSTER Notary Public . State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A ei t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4607.00 Job Address: 4008 Night Heron Dr Sanford Historic District: Yes No Parcel FD: 17-20-31-502-0000-0620 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 7 5,_ton HVAQ System with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clark Phone: 407-975-2762 Fax: 407-629-9307 Email:_ permitting@onestopcooling.com Property Owner Information Name Park SntlarA HnmPc Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park- FL 32792 -_ State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code to effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 0% . 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 be done in compliance with all applicable laws re Signature of Oimcr/Agent Print Omner/Agent's Name Date Signature of Notary•State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ing information is accurate and that all work will g 9ditstructip and zoning. T — I 8/29/18 Si azure of ontractor/Agrnt Date Kevin Stine Print Con ctor/Agent's Name Signature o to . F c KELLY WEBSTER s Notary Public •State of Florida F Commission 0 ff 978034 fa l l My Comm. Expires Apr 4, 2020 Contractor /A et t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application gVNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9392557-1 Report Date: 7/18/2018 In -Place Density Test Report Client: Park Square Homes UES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Date Tested: 07/18/2018Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 3837 Night Herron Drive (Lot #210) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test NO. Location of Test Range aximum Density pcf) ptimum Moisture i%I Field Dry Density pcf) Field Moisture 1%1 Soil Compaction 1 Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 103.1 10.3 97 N/A Pas: 2 South Footing 1-2 ft 106.8 10.6 101.6 10.6 95 N/A Pas: 3 East Footing 1-2 ft 106.8 10.6 102.8 11.6 96 N/A Pas: 4 North West Comer of Pad (TOF) 1-2 ft 106.8 10.6 102.5 10.5 96 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 106.8 10.6 104.1 11.2 97 N/A Pas: Remarks: TOF= Top Of Fill K Tn n•./nhl:nA n —./..nl nm/nnlinn #- 1 wl:nw/n /An O..AI:n ..A n..—h— nll n .4- —A n..1An..n/inn e-!62z DESCRIPTION AS FURNISHED: Lot 210, WYNDHAM PRESERVE, as recorded in Plot Book 81. Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 190 LOT 189 LOT 188 1 S 00116'57" E 60.00' f I LOT 210 25.00' 2100• 10.00' 10.00• ta'' ZFOUNDATION 0, I`• TOF-TOP OF teLOT2091., iil FORMFORMAVERAGE n LOT 211 Cw 24.83' u C t4i4 ow ow 19.3• 10.00• 30.33' 25.00' 2100' ESMr — — — — — — — S 00'16'57" E 60.00' SETBACKS AS FURNISHED 4 FRONT . 25'(•) ry'CREAR20' SIDE 3• (40• LOT) 7.5• (60• LOT) to- (7s Lon NICHT HERON DRIVE SIDE STREET •• 25• (60• h 75' LOT) 50' PRIVATE ROAD) 15• (40' LOT) 25• FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20 .AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 6.900 t SQUARE FEET PROPOSED a nNSNED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 400/ 114- 514 ! SQUARE FEET FOUNDATION/PAD 2,339 t SQUARE FEET PROPOSED DRAINACE FLOW WALKS 27/ 300- 327 t SQUARE FEET REAR PATIO 109 t SOUARE FEET LOT GRADING TYPE A 00 SOD 3.9031246 . 4.149 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK N/A t SQUARE FEET PROPOSED F.F. PER PLANS ,• 24 8' NOTr. FROM SA7[WAIK A1O 41REr1 IQI.111ON TAIIEN TROY PLAA6 FRONDED B1' CLAM • I/OT FrLO I43"i1[D CRUSENMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS r.m Leo rUi PILL . Paw a LOW 5400 E. COLONIAL DR. ORLANDO. Fl. 32807 (407)-277-3232 FAX (407)-658-1436 ru - Q'"Im a '"dm IA • Od ® *e • 4m"t Q COrO1fP OIVATIRR IAOIALLOr I. nt Ym6CI® am 10101' cowr nw R6 EMKf um ne SWOYOs Or IMcwt w mm Iv ME nafto, Hum Of Rd 1AL LMIDO AID IW M W 00AND Of17 110.OA AIM0101M111[ COW rY6iMM O swnw MGM?. nalm1 STAn16 wr Y • I/2• M `C@ I NA ALqNIIRt 2. 4Msf WIN LAMt017 s1'iMnAW AND Q'ML l4V OA an M01 MIIALMI. I10KA . AMMM OF P. • Cal.0" rmlRASnd= roa . rmn or wmc C.C. .'-".•ro tOrAfWtIOt. . r®II or fArOQAaR rr. . rodQe d w 2% n , 1 06 liJll[ WR /MOMRm ROY RII[ r/00M1gM M/61m ID as LA110101L DOr WI' 0110 AOIRtL7A"Srwyws a &MOM nW AM= DO MOQI/. C Aa IPADtOIO" M/ADYOOD! IMIt 1 LOGGED LW w aDOI•R LOMIA01ILO[ t rl. .Tomb rLla OLINC 1rD . •10 L mot •.. . o16DOO RIWGt LOr M. •,I . 0t O. ne LAMP O /ROAM nw or =z wow Or ndw COMED nr AND 90IRO WT t MMM IP10N Rr ANr On" VM. 4 LARM 1OWOM 9AYD A RO'b6I1DICI ROWOIRI 1/Y[SIIrIOaiYR&VCWC.SM91 BUMMc u . YY WYSA JIVANdaemon am Lam ANA W MALAR[ MLL ASIFID! OIIW MO aM nc IFL LAIW As ML: eMIC (Ll) 7. ADO"IAM tllit. . 1RO.In AMIIOIL{ O 001K .IRE a= Of WIAIML O03MM learA GAIN Or ISM i"M 011113 ROIm. CRUX CLM . C"A• LOt n= L M"IrAnr a 40MIMM I w ON we . v002 raec CID • eootte Goat ra - ow Dr tuv.nrr SGILF t— I• 20 ORAMN or PA • POW O 14103Lt rote. • I110CIA,n0m CIPiVtED „ Mir ando 14. _ ._. PARad PLOT PLANS 03-13-2018 ulo-la i FORL1904II1) FOUINICIA Op OXM 07-11-2018 4817-10 C. - aan re.•aa NORM UDs BUNAVM\PROPOW am ACT lE IN11ON INE arABILS01W 100 MR FL000 PLANE AS M 7NN• IL S. 4714 W.. RLS 1 4MIZowY• LIAP if12117CM90 F MO-20-07) DESCRIPTION AS FURNISHED: Lot 210, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, _ Florida. I BOUNDARY FOR/CERTIFIED T0: Park . Squ, F' Enterprises, LLC (a Delaware Corporation); Winderwee dle, Haines, Word & Woodman, PA; Attorneys' Title Insurance', Fund; Bank of America LOT 190 ;; LOT 189 i LOT 188 S 00'16'57" E ' REC. 1/2' I.R. i; ! SET 1/2'I,R. NO I.D. I ' 60.00 1 14596 i------- 34 Nt 0.1 0tive LOT 209 1 1 LOT 210 ( j 2s. 00' 25.00' tib L : 17.3 22.7 COVD BRICK m 10.00' 17.3' I I ; 3. 5' x3.5' AC PAD 1 ONE STORY RESIDENCE F. F.- 24.88' I , 10. 00' 13.7' I i j 2 2 1' 1 10' Lim ESMr ON '1 COVD. BRICK h 0 0 m 10. 00' 10.00, BRICK WALK 15. 8' BRICK DR. . 00' SET N& D I I 5' !CONC. WALK 14598 S 00016' 57" E 60.00' SETBACKS AS FURNISHED FRONT-- 25'( 0) REAR 20' k9 SIDE - 5' ( 40' LOT) 7,5' ( 60' LOT)- 10' (75' LOT) SIDE STREET - 26' (60' & 75' LOT) i NIG rT HERON 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED I ; 50' PRIVATE ROAD i ( ) TO 20' ON CERTAIN LOTS. NO -MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' 1 : • j ; PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS t' PROPOSED DRAINAGE FLOW : LOT GRADING TYPE A J O p PROPOSED F F PER PLANS - 24 8' Q I If 2.1' LT LOT 211 REC. 112- LR. -V -O NO LD. h ti 0 DRIVE CRUSETNML' YER- SCOTT 1 I 14SSOC., INC.. - LAND SURVEYORS LEGEND - LEGEND - 0 : PLAT POINT ON LIME PAL AnP. 0, ; . COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 L.P. fVPWAL M MPE I& • am ROD RAG • POINT OF REVERS CIRVATIDK 4 • POINT W 0104IG 01D CIRVATIIK I. THE WfOLRS ONED DOES wwr CEMIIY Our T(QS SIRNEY NEl75 THE amoAROS or PRACTICE SEr IORTN or r1K nomA BMARD or CA • Commit NOHIMMI RA4 • RADIAL PROFESSOMtL SW11i1DM AND MA^VM IN CHAPTER SI-17 nORIM MMIMSMARW COOS PORSUANr 10 SEC(ION 4"027, AOR10A S7AILIM ZCf• VYIA •/LLD 43% NIL • NON-RADUL L LRDESS:LLBOSSED MM SUAYE1ORY SpINNRE AND ORMOLAL RAMAID MI. 11RS SLINKY AMP OR OOM ARE NOT VALID. as• KcawtD POINT or IMIIIONM Vr. . vttltst POINT CALL .'CALCLLATED 1 rIK S(A1VEY trAS PAEMR[D ROM RrtE INrORAAQON nwasmo To WE SM10C MR. IN= ALLY BE Mm? RESfR1 ims PAC. . POINT Or COMMI Cd[N1 4 CEN t PAN POT ANENT NUMCE NMIND" fI•. . rr. 010 FLOMC ION OR CAM MS RAF AM IM PROPEM. 4. NO yND „p O N S HAK KCR LOCArm WA.ESS oME at SNOWM. MALL i t OIL1tMALDD0`101• DUILDN LINEMIDA KLINES. no SfMW IS PREPARED MR /HE SOLE BENDY OF 11105E COMM TO AND SNOLW Nor BE RELIED IKON BY ANY OINER ENRTY. wv . IMT- or-WAY esm . CASEMENT IN ..KIC NARK LL . DAK KARO O a OM N90NS Dow nM nx LoCARON Or BIPR&43w (S NEREMN SNON.D Nor BE Mo TO R[CoM51RUCr eamaw Lwm 7. BEITDNLS! ARE SAM ASSUMED OAFI N AND ON TIIE LIME SHOWN AS OCM OCARINO (aa) DRAIN ORAINALIMITEaL1EYAl101rtF940MIREBASmONMATTONALCEOOERCMINFIL11. OARW OF 10". LPILM O/NERRKE NOYM CLJL • CHAIN LIIN rCNCE R.'CE7r11r101rE Or AI/RTMUTION N0. 4500. VOrG WOOD Met I y C/D • COICKTE SLOCK C. • POINT Or OIRVAfURE P.T. • POIIR or TANGENCY f : , 111 SCALE 1— r' . 20 - DRAWN ft ••• K' CERTIFIE' 0 •: • a ORM No. RKU WonRL . AK LaQ.fN A'I0'•,,,,~,,""N;i1rs PLOT PLANS 03-15-2018 1310-18 D •DELTA'. SC C • CND( D o••.. Ia•.• uugr. ur. AiAa.A.•.. FORN80AR0 FOUNQATKIN/ELEVS, 07-11-20r8 4817-18 C.A. • CHORD KAROO y Fie S HlY11rAfAY 1-11JPIa-- nNALIELEVS, 12-17-2018 830-115 T(Oyrams:>nN,aemm/r THRS BWLDINC\ PROPERTY DOES IOT LIE WITMN 1 e'. 1 rlAneNo,. THE ESTABLISHED TOO YEAR FLOOD PLANE AS PER 7 M' TOAI %tiCRUSENUEYER, RLS. • / 4714 71 NAP / 12117000g0 F (08-28-07) JAMZONE a jSOOR,: R.LS /,4801 i I JM hmate Pro' A1000 Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name Address 3,6 I, ae_re .0 ll/ RECORD OF INSTALLATION BLOWING WOOL J New Construction Retrofit Number of bags used 2 Area Insulated Q. 410S Thickness of Insulation O R-value of Insulation State If Retrofit: Depth of Previous Insulation Estimated R-value of Previous Installation Types of Previous Insulation in Attic CLIMATE PRO A1000 INSULATION Date `2-?--/Li? BATTS AND ROLLS R-VALUE in. Ceilings Walls Floors ZIP THICKNESS AREA INSULATED on. sq. ft. in. sq ft. in. sq. ft. on. sq. it in. sq. it. in sq. ft. R-VALUE HR•S(I.FT.•'F/BTU) MINIMUM INSTALLED THICKNESS (IN.)' SETTLED THICKNESS IN.) MINIMUM WEIGHT PER UNIT AREA POUNDS/SO.FT.) BAGS PER 1,000 SO.FT. MAXIMUM NET COVERAGE SO.FT./BAG)" To obtain insulation Installed insulation Expected thickness Weight per sq.1t. of Minimum number of bags per 1,000 sq.1t. Contents of this bag shall resistance (R) of: shal •dot be after long-term settling installed insulation shall of net area shall not not cover more than: t than: has occured: not be less than: be less than: 13 4.75 475 0.180 5.5 182.9 19 6.75 6.75 0.266 8.1 124.2 22 7.75 7.75 0.311 9.4 106.3 26 9.00 9.00 0.368 11.2 89.6 30 10.25 10.25 0.428 13.0 770 38 12.75 12.75 0.555 16.8 59.5 44 14.75 14.75 0.662 20.1 49.8 49 16.25 16.25 0.747 22.6 44.2 60 1950 19.50 0.940 28.5 351 See reverse to determine adjustment in coverage for Climate Pro A1000 insulation in Minnesota. Determined using a Unisul trolu-Matic III blowing machine The machine was set up in 3fd gear, wrrh a 75% open gate and a 3' hose, blowing the wool out in a 10 h arc. Coverage without framing. Insulation Contractor Signature hz./ Date Company Address Phone Home Builder Signature Date Company Address Phone V70 Johns Manville For more information, call 1.80D-654.3103 BIC-256 03/14 0 2014 Johns Manville. All Rights Reserved. 717 17th Street, Denver, Co 80202