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3911 Saltmarsh Lp 18-1055; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT I Q- 199 20 STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000353 BUILDING PERMIT NUMBER: 18-10000353 UNIT ADDRESS: SALTMARSH LOOP 3911 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: April 06, 2018 1 -1 /'5 0 17-20-31-502-0000-1720 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3911 SALTMARSH LOOP / LOT 172 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Fa ily Housing 00 1.000 dwl unit 00 FIRE RREE 00 LIBRARY CO -WIDE ORD Single Family Housin 54.00 1.000 dwl unit 54.00 SCHQOLS CO-WYDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 6P THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT 1(' ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE J CITY OF SANFORD FEB2 8 ZQj J BUILDING & FIRE PREVENTION P RMIT APPLICATION Application No: ` Documented Construction Value: $ Iftewof /_44&g.co Job Address: 3911 Saltmarsh Loop, Sanford (Lot 172) Historic District: Yes No Parcel ID: 17-20-31-502-0000-1720 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: mparkison@aarksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Name: Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: _ City, St, Zip: E-mail: Bonding Company: Address: Arch. 407-629-6711 Eng. 386-668-7606 Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. kv/i a?•ta?&- 18 Signature of Owner/Agent Date Vishaal a r'iY••.,,; i t• MICHELLEPARKISON Notary Public - State of Florida Commission # GG 157861 7, My Comm. Expires Nov 5, 2021 Bonded throV National Notary Assn. Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/Aeeat4•P4ame_ N;;....•., MICHELLE PARKISON e• ; Notary Public - Slate of Florida Commission # GG 157861 y? My Comm. Expires Nov 5, 2021 n •, ` atindod thrargh N.6maf Notary Assn. Owner el — Fersonally Known to Me or Contractor/Agent is -- Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical W Mechanicala Plumbing® Gas[] Roof Construction Type: 1/S Occupancy Use: %L3 Flood Zone: X'6125 q:T4GHtED Total Sq Ft of Bldg: Min. Occupancy Load: a # of Stories: New Construction: Electric - # of Amps Z&O Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No LfI # of Heads Fire Alarm Permit:. Yes No APPROVALS: ZONING. 9 1`) I'SUTILITIES: ENGINEERING: t0vcC-3-5-1% FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 53. 8 /- '^^P• 134at fn;\an-tie, CrL WASTE WATER: BUILDING: 4F S- Zl'(A Revised: June 30, 2015 Permit Application CITY OF SANFORD FEBNIB 8t FIRE PREVENTIONE J PERMIT APPLICATION Application No: Documented Construction Value: S 126,502.00 Job Address: 3911 Saltmarsh Loop, Sanford (Lot 172) Historic District: Yes No Parcel ED: 17-20-31-502-0000-1720 Residential ® Commercial Type of Work: New M Addition Alteration Repair Demo Change of Use Move El Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Title: Permitting Manager Email: mparkisonO-parksquarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street.. 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 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: E-mail: Bonding Company: Address: 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 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z'- oa•a&• 1A Signature of Owner/Agent Date Vishaal Print Owne N;;;,*.•. MICHELLE PARKISON go Notary Public - State of Florida comrmission # GG 151861 l My Comm. Expires Nov 5, 2021 8.WVUWpNaU ONo" Assa 0. 0 is Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/AReat!& N r r •. MICHELLE PARKISON- Notary Public - Slate of Florida Commission # GG 151861 py My Comm. Expires Nov 5, 2021 Owner a ersonalfy Known to Me or Contractor/Agent isy - Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: - Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit:. Yes NO UTILITIES: Il.? 1-1-4 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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 Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING PERMIT `• ' Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: 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: 3911 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1720 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OF 'ICI L USE 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: ON floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1055 Reviewed by: Michael Cash, CFM Date: March 5, 2018 it I Application for Paved Driveway, Sidewalk or 14VA0WWalkwaIncludinRiht-of-Wa Use & Y99YF- 1877— Landscaping in Right -of -Way www. sanfordn.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 wa.wurtibelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbaonyoudli 1. Project Location/Address: 3q it JC X3,rr C r Sin %C.J cm!)r C1 2. Proposed Activity: 3. Schedule of Work: 0 Driveway Walkway Start Date Completion Date 4. Brief Description of Work: Other: Construction of new driveway for new single family residence This application is submitted by: Property Owner Signature: Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: ( 407) 529-3135 Fax. Print Name: Vishaal Gupta Email: mparkison@parksquarehomes com Date: Maintenance Responsibilities/Indemnification Emergency Repairs 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, storowater 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 Requestors expense and, if necessary, file a lien on the Requestors 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 a d understand the above statement and by signing this application I agree to its terms. Signature: Date: A n?Ce • /R 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: S - " Zit 1 S Date: November 2015 ROW Use Onveway pdr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a - o9cl> • lR I hereby name and appoint: David Mercer 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): E] The specific permit and application for work located at: 11\ So ak Gros-ln l ctic. Sdc rsC! Shriet Address) Expiration Date for This Limited Power of Attorney: Jcj- j • \a License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this r;Pday ofN-4 200 Je, by Vishaal Gupta who is Xpersonally known to me or o who has produced identification and who did (did not) take an 9ath-'\ Signature Notary Seal) MXC1.X k;cint'l Print or type name MICHELLE PARKISON Notary Public - Stale Offlorida Notary Public -State of pr t q r;ommlesion#GG157861 Commission No. -c,: f .: My Comm. Expires Nov 5, 2021 ga,bed,nMVftnonoNoWyAM. My Commission Expires: Rev. 08.12) P31 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9104 Ps 1817 (1P9s) CLERK'S : 2018037111 RECORDED 04/05/2018 03:08:27 PM RECORDING FEES $110.00 RECORDED BY ,iechenro THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. lo54 Parcel ID Number. 17-20-31-502-0000-1 -1a o The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 113. Wyndham Preserve Plat Book 81 / Pages 93-102 391% Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT' Construction of a new single family residence 3. OWNER INFO ATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: VA 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A S. LENDER: Naine: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 T. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: S. In addition, Owner designates of to receive a copy of the Lienof s Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or lasses, or Ownses or lessee's Auuwdzed OMcer101maa/PannedManagen Vishaal Gupta, Executive Vice President Pdni Name and Provide Signatory's TldeMce) State of County of je The foregping Instrument was acknowledged before me this 5 day of r r ` 20 by statement who has produced Identification type of Identification produced: Who Is personally known to me O OR Notary SI PAW MICHELLE PARKISON Notary Public - Stale o(Florida Commission # GG 157861 My Comm. Expires Nov 5, 2021 F :',,:,`'• eorldad gltatlgt restate Naery ass,. CERTIFIED COPY GRANT MALOY CLt:RK OF THE CIRCUIT COURT AND COMPTROLLER SEMINOLE COUNTY, FLORIDA BY •s & 0 _ - 19 DEPUTY CLERK Date APR 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 172 Milan A LHG - S U1LDl,y Builder Name: One Stop Cooling and Heating Street: 3911 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL, Owner: Park Square Homes Permit Number: A 0Jurisdiction: 15 ODesign SANFOR-D55 Location: FL, Orlando County:: Seminole (Florida Climate Zone 2gR 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 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 (1349.0 sqft.) Insulation Area S. Is this a worst case? No a. Under Attic (Vented) R=30.0 1349.00 ft2 6. Conditioned floor area above grade (W) 1349 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 269.6 a. U-Factor: Dbl, U=0.55 105.00 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 14.00 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: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1349.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R. ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 44.05 PASSTotalBaselineLoads: 47.11 I hereby certify that the plans and specifications covered by Review of the plans and tHE Srq?, this calculation are in compliance with the Florida Energy Digitally signed byBojan specifications covered by this indicates 1• D z ;FOB Code. BOJan calculation compliance atPaukavic Date:2018.01.19 11:1051Paukovic with the Florida Energy Code. a.. •:ti 3Y": vim° rir „ a PREPARED BY: fsnn V Before construction is completed a _ v DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, a esigne , is in compliance Florida Statutes. C C with the Florida Energy OD Tti OWNER/AGEN BUILDING OFFICIAL: DATE: -2.( DATE: ts 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. 1 /19/2018 11:07 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 172 Milan A LHG - S User Park Square Homes 1 One Stop Cooling and Heatin City of Sanford 691500 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1349 Total Stories: 1 Worst Case: No Rotate Angle: 180 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 172 Block/Subdivision: WYNDHAM PRESERV PlatBook: Street: 3911 Saltmarsh Loop County: Seminole City, State, Zip: Sanford , FL, CLIMATE Design Location TMY Site Design Temp 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 Blockl 1349 12545.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1349 12545.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulaho Main 143 ft 0 1349 ft2 ---- 0.29 0 0.71 ROOF Type Materials Roof Gable Roof Area Area Color Solar SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Barrel file 1509 ft2 0 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 1349 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 1/19/2018 11:07 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 GnPKA Rdnr,-9017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below It SpaceOrnIToWmilTypo 1 N=>S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 11:2 0 0 0.8 0 2 W=>E Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S=>N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 E=>W Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 SE Garage Frame - Wood Main 11 32 0 9 4 298.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value WidthArea Ft InIn Ft 1 N=>S Insulated Main None 4 3 8 24 ft2 2 ->SE Wood Main None 46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n=>S 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 4 ft 8 in 5 It 8 in Drapes/blinds None 2 W=>E 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 W=>E 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 4 s=>N 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 5 S=>N 3 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 It 4 in 1 It 4 in None None 6 E=>W 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 7 E=>W 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 391 ft2 391 ft2 48 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1463.7 80.35 151.12 .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 1/19/2018 11:07 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 POPKA PAn1;-7n17 COOLING SYSTEM System 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 Cent Company Name System Model # Collector Model # Area Volume FEF None None ft' 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 6 269.8 ft Main 67.45 ft Prop. Leak Free Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Heating Id Jan Feb Jan Feb j j Mar Pq Mar Apr Apr May Jun Jul May Jun Jul AugjX Au[ Sep Sep E Oct Oct Nov Nov Dec Dec Ventin lXJanl1 Feb XJ Mar X] Apr [ May [ Jun Jul Aug Se XI Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WO) 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 1/19/2018 11:07 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, Prescriptive and ERI Methods FADDRESS: 3911 Saltmarsh Loop 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 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 Installation.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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building 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 toot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Lls/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA I01/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/19/2018 11:07 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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 ctm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (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. R403.1 controls. SECTION R403 SYSTEMS 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 (13°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. 1/19/2018 11:07 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 1/2 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 100OF to 140°F (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/walt 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 L/min. a. When tested in accordance with HVI Standard 916 1/19/2018 11:07 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 wa(er-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.I. 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. 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 (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4:8°C). 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 Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/19/2018 11:07 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 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 verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator0he 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. 1/19/2018 11:07 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms S. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3911 Saltmarsh Loop, Sanford, FL, New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1349 b. N/A Area c. N/A 105.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 ft2 12. Cooling systems 14.00 ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 3.335 ft. 0.233 Area 14. Hot water systems 1349.00 ft2 a. Electric ft2 b. Conservation features ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant featwreT.-,\ Builder Signature: Date: "J , 01 g Address of New Home: 3q\\ 1oAw,c,.x-sln f pgn= City/FL Zip: ` Insulation Area R=4.1 1334.70 ft2 R=11.0 298.67 ft2 R= it2 R= ft2 Insulation Area R=30.0 1349.00 ft2 R= ft2 R= ft2 R ft2 6 269.8 kBtu/hr Efficiency 28.6 SEER:16.00 kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 11:07 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 172 Milan A LHG - S Builder Name: One Stop Cooling and Heating Street: 3911 Saltmarsh Loop 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. 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 ICC-400. 1/19/2018 11:07 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: Lot 172 Milan ALHG -S wrightsoft• ry Date: 12/01/2017 Entire House By. LF/RUMC One Stop Cooling and Heating 7225 Sandscove Cout W irter Park FL 32792 Ptnne• (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wAwOreStopCoolirg oom License: CAC032444 Pro'ect Information For: Park Square Homes 3911 Saltmarsh Loop, Sanford, FL Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16208 Btuh Structure 15178 Btuh Ducts 1598 Btuh Ducts 3312 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Equipment load 17806 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 BtuhInfiltrationEquipmentsensibleload18009 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2389 Btuh Ducts 681 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ftz) 1350 1350 Equipment latent load 3070 Btuh Volume (ft3) 12557 12557 Airchangestbour 0.45 0.23 Equipment Total Load (Sen+Lat) 21079 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR6030H1 AHRI ref 7562380 Coil TEM6A0B30H21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 0 OF Total cooling 28600 Btuh Actual air flow 0 cfm Actual air flow 953 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 30 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsoft- 2018-Jarr19114152 Right &Ae®Uriversa12018 18A.08 RSU16877 Page 1 1De5Gop\TEMP PRINT1Lot 172 MilanA LHG - Snp Cale. M2 Howe faces. S i- wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot W irter Park FL 32792 Phone: (407) 629 - 6920 fax (407) 629 - 9307 Web: wvrwOneStopCoolirg.com License: CA0032444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC 1 Room name Entire House WEED 2 3 Exposed wall Room height 143D It 93 It d 36.5 ft 93 It heal/ood 4 5 Rdom dimensions Room area 13503 IP 16.0 x 13.0 It 208A IP Ty Construction number U-value Blih4P-+) Or HTM Area (RF) or perimeter (11) Load 8tuh) Area (R?) or perimeter (I) Load Btuh) Heat Cool Gross NAS Heal Cool Gross NAS Heat Cod 6 V)I 13A flocs 4A5.2om 485-26n 0.143 O5950 0540 rie no ne 3.73 1435 14.09 2.90 22.14 2359 535 45 4 486 0 0 1813 646 56 1407 996 94 Ill 0 0 70 0 0 260 0 0 202 0 0cF—rG 11 13A4= 4B5.2tn O.i43 0540 se se 3.73 14.09 290 1728 102 6 72 4 270 85 209 104 0 0 0 0 0 0 0 0 Il ppp yy!! G 11D0 13A-46cs 05.2om 0390 0.143 O.&W se 9N 96v 10.18 3.73 14.35 1227 2.90 21.97 24 414 30 24 380 2 244 1418 431 294 1100 659 0 121 0 0 121 0 0 451 0 0 350 0 I— G 485.21m 13A-40cs 0540 0.143 sw rw 14.09 3.73 2237 2.90 4 279 1 185 56 690 89 536 0 149 0 119 0 443 0 344 4A5.2om 4A5-2omd 12C-09w 11 DO 0S50 05W 0.091 0390 rw rw ri 1435 15.14 238 10.18 22.14 27.72 151 1227 30 64 298 21 0 0 276 21 431 969 656 217 664 1774 416 262 30 0 0 0 0 0 0 0 431 0 0 0 664 0 0 0 I--G t--G P C 16B-30ad 0,84 1350 1350 1128 2374 208 208 174 366 F- _-- 27A-Ipm _ 0.032 1.180 30.80 1.76 0.00 1350 _ 1350 143 4404 0 208 37 1124 0 6 c) AED excursion 608 182 Envelope loss/gain 13514 11587 2883 2108 12 a) Infiltration b) Room oentila6on 2694 0 971 0 688 0 248 0 13 InOernalgains: ooarpanls@ 230 4 920 2 460 Applianossbther 1700 0 Subtotal Vines 6 to 13) 16208 15178 3571 2816 Less external load 0 0 0 0 Less transfer Redistribution 0 0 0 0 0 0 0 0 14 Subtotal 16208 15178 3571 2816 15 Duo loads 1 100/4 22% 1598 3312 10% 22% 352 614 Total room bad Air required (dm) 17806 0 18490 953 1 3923 0 3430 177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w`gtitsott- 2018.1an•1911A1:52 4 A •-" Right-Sute®Uriversal201818.0.08RSU76877 Page 1DesWDp\TEMP PRINTLot 172 MilanA LHG - Sfup Cale -" House faces: S wrightsof , Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court Winer Pad,, FL 32792 Phone: (407) 629 - 6920 fax• (407) 629.9307 Web- wwwOneStopCoolirgcom License. CAG032444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC 1 Room name MTCI METH 2 Exposed wall 6A R 0 R 3 Room height 93 R heat/000l 93 R heatb3ol 4 R6om dimensions 7.0 x 6.0 fl 5A x 6.0 R 5 Room area 42.0 W 30D fP Ty Construction U-value Or HTM Area (fn Load Area (fP) Load number BtutNP-+1 or perimeter (It) EWh) or perimeter (R) ERrh) Heat Cool Gross NIPS Heat, Cod Gross NAS Heat Cool 6 4)I 13A-4ocs 0.143 ne 3.73 2.90 0 0 6 0 0 0 b 0 IL--GG 4AS-2om 0550 no 14.35 22A4 0 0 0 0 0 0 0 0 4B5.2hn 0540 ne 14.09 2359 0 0 0 0 0 0 0. 0 Vj! 13A-40cs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 f4B5.2fm 0540 se 14.09 1728 0 0 0 0 0 0 0 0 p 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 y! 13A-flocs 0.143 sw 3.73 2.90 56 52 193 150 0 0 0 0 F--.G 4A5-2om 0-&W sw 14M 21.97 0 0 0 0 0 0 0 0 L-i 485.21m 0540 sw 14.09 2237 4 1 56 89 0 0 0 0 Vj 13A-400s 0.143 rtw 3.73 220 0 0 0 0 0 0 0 0 I--( 4A5.2om 0550 nw 1435 22.14 0- 0 0 0 0 0 0 0 f' 4A5.2omd. 05W nw 15.14 27.72 0 0 0 0 0 0 0 0 PI - 0 12C-0aov OW.- 238 151 0 0 0 0 0 0 0 0 11D0 0390 n 10.18 1227 0 0. 0 0 0 0 0 0 C 1613-30ad 0,032 0.84 1.76 42 42 35 74 30 30 25 53 F_ _ . 22A-Qxn IA6 30.8b 0.00 42 6 185 r - -- --0 30 0 0 0 6 c) AED excursion 31 1 F_rtveJope loss/gain 470 344 25 52 12 a) Infiltration 113 41 0 0 b) Room ventilation 0 0 0 0 13 In iemal gains: Oocvpants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal (lines6 to 13) 583 385 25 52 Less eAemal load 0 0 0 0 Lem transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 583 385 25 52 15 Duct loads 10% 220% 57 84 100/e 22% 2 11 Total room load 640 469 28 63 Air required (dm) 0 24 0 3 Calculations approved by ACCA to meet all requirements of Manual J fith Ed. @I- wrIghtsoft- 2018-Jart•1911A152 FGglt-Sute®Unversal 2018 18.0.08 RSU16877 Page 2 OesWp\TEMP PRW1\Lot 172 MilanA LHG - S.np Calc= K0 House faces: S wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Water Park FL 32792 Phore: (407) 629.6920 Fax- (407) 629 - 9307 Web: wAwOreStopCoolug.com License- CAC032444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 8y. LF/RI/MC 1 Room name wx BE02 2 3 Exposed Nell Room height 0 4 93 4 heatfm01 125 4 93 4 heaftol 4 5 Room dimensions Room area 1. 0 x 565 4 565 IP 1. 0 x 1265 4 1265 w Ty Construction number U- value BWMP-' F Or HTM 8Wtu4 Area or perimeter r (4) BWh) orperimeetter (4) Load BWh) Heat Cod Gross NrPiS Heat Cod Gross NAPS Heat Cod 6 11 1ql Imo-!! 13A- flocs 4AS- 20M 4135. 2trn 13A- 4ocs 485- 2hn 11 DO 13A- 4ors 4A5- 2om 0. 143 0550 0540 0. 143 0540 0. 390 0. 143 0. 5w ne ne ne se se se s v sw 3. 73 1435 14. 09 3. 73 14. 09 10. 18 3. 73 1435 2. 90 2214 2359 2. 90 1728 1227 2. 90 21A7 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 0 116 15 0 0 0 0 0 0 101 1 0 0 0 b 0 0 378 215 0 0 0 0 0 0 293 330 V! p yl I-( I y! 485. 211m 13A4ocs 4A5. 20m 4A5. 2omd 12C- 096v - - 1100 16& 30ad 9540 0. 143 0550 O- W 0. 091 0390 0A32 av nw nw rtw n 14. 09 1435 4.35 15. 14 238 10. 18 0. 84 2237 2. 22. 14 1427. 72 151 1227 1. 76 0 0 0 0 0 0 57 0 0 0 0 0 0 57 0 0 0 0 0 0_ 47 0 0 0 0 0 0 99 0 0 0 0 0 0 127 0 0 0 0 0 0 127 0 0 0 0 0 0 106 0 0 0 0 0 0 222 I; P LD C F- 22A-Ipm 1.180 c_ 30.80 000 57 0 0 127 13 385 0 6 c) AED excursion 2 93 Envelope loss/gain 47 97 1084 939 12 a) Infiltration 0 0 235 85 b) Room ventilation 0 0 0 0 13 Internal gains Ooarpants @ 230 0 0 1 230 1Apphan0esbther00subtotal ( lines 6 to 13) 47 97 1319 1253 Less extemal load 0 0 0 0 Lesstrarlster 0 0 0 0 Redistribution 4 8 15 31 14 Subtotal 51 1l)<i 1334 1284 15 Duct loads I 10°/u 229/. 5 23 10% 22°/, 132 280 Total room load 56 128 1466 1564 Air required (dm) 0 7 0 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t- wr`gtits4 t! - 2018.1ar 1911,0152 Right- Sute®Uriversal201818.0.08RSU76877 Page 10eslcop\ TEMP PRWCot 172 MilanA LHG - SfW Calc a MA Hose laces- S wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Wirer Park FL 32792 Phore: (407) 629 - 6920 Far (407) 629 - 9307 Web- wAwOreStopQolirg eom License- CAC032444 Job: Lot 172 Milan A LHG - S Date: 12101 /2017 8y. LF/RI/ MC 1 Room name BED3 2 3 E losed wall Room height 0 4 9. 3 it heatknol 13D ft 93 ft heatkool 4 5 Rodm dimensions Room area 3S x 5. 0 it 175 Ip 1 A x 1293 It 1293 IP Ty Construction number U-value Bb1hAP•` q Or HTM Bb1 Area (fe) or perimeter (it) Load Bbih) Area ( IPA or perimeter (ft) Load Bluh) Heat Cod Gross NAS Heat Cool Gross N)P/S Heat Cool 6 11 V+ l 13A- 4as 4AS•2om 4 15.2fm - 13A-4ocs 485- 21n 11DO 13A•4ocs 4A5. 2om 0. 143 0550 0.540 0. 143 0540 03W At 43 0550 ne ne ne se se se sw siN 3. 73 1435 14LS 3. 73 14. 09 10. 18 3. 73 1435 2.90 22. 14 2359 2.90 1728 1227 2. 90 21. 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 121 15 0 0 0 0 0 0 106 1 0 0 0 0 0 0 395 215 0 0 0 0 0 0 307 330 v 1 mil' I-D I 2 Vj! 4BS-2( m _ 13A 4ors 0540 0.143 sw nw 14. 09 3. 73 2237 2.90 0_ 0 0 0 0 0 0 0 0 0 0. 0 a 0 0 0 I-- i 4A5. 2om 4A5-2omd 12C- 09w IIDO 16B-30ad 0.5W 0.5W OA91 03M o.032 nw nw n 1435 15. 14 238 10. 18 0, 84 22.14 27.72 151 1227 1.76 0 0 0 0 18 0 0 0 0 18 0 0 0 0. 15 0 0 0 0 31 0 0 102 0 129 0 0 102 0 129 0 0 243 0 108 0 0 154 0 227 G P I- 0 C F-- _ 22A-tpm-. _ 1. 180 30.80 0.00 18- 0 0-0---129------13 4W 0 6 c) AED excursion 1 89 Envelope lossion 15 30 1362 1107 12 a) Infiltrabon b) Room venfilabon 0 0 0 0 245 0 88 0 13 Internal gains Occupants@ 230 0 0 1 230 Appliarmsbther 0 0 Subtotal ( lines 6 to 13) 15 30 1607 1425 Less extemal load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 15 0 0 30 0 0 11 1618 0 23 1448 15 Dud loads 1 100/4 22% 0 0 1fa 160 316 Total room bad Air required (dm) 0 0 0 0 1777 0 1764 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-Jam1911 Al S2 Mom" Rig t&SuteOUriversal 2018 18.0.08 RSU16877 Page 4 1Deslaop\TEMP PRINi1Lot 172 MilanA LHG • Snp Calc a MA House laces: S wrightsoft- Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsome Coot, Wirter Pari4 FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web- wwwOneStopCoolirgcom Licerse: CAC032444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC 1 Room name 8TH2 FOYhQT 2 3 exposed wen Room height 0 It 9.3 it heattool 265 n 9.3 R heatamd 4 5 Roam dmertsons Room area 55 x 105 tit 57.8 IP 10 x 2183 R 2183 IF Ty Construction number U-%slue BtutNP-n Or HTM SUMM Area (II2) or perimeter (tit) Load 8luh) Area (112) or perimeter (R) Load Btuh) Heat Cool Gross NAS Heat Cod Gross NrP/S Heat I Cod 6 11 V)I 13A-4ocs 4A5-2om 485.2trn 13A-4ocs 485.2fm 1100 13A-4o s 4A5-2om 0.143 0550 0540 0.143 OS40 0.390 0.143 0550 ne ne ne se se se 9w sw 3.73 1435 1409 3.73 1409 10.18 3.73 1435 2.90 22.14 2359 2.90 1728 1227 2.90 21.97 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 0 186 0 4 60 0 24 0 0 182 0 0 36 0 24 0 0 679 0 56 136 0 244 0 0 527 0 94 106 0 294 0 0 V G II______DD y! L 4135-21n 13A-40es 4AS2om 4A5-2omd 12C-(kw 1160 168.30ad 0540 055005W 0580 0.091 0-W 0032 sw nw nw nw n 14.09 t4354.35 15.14 238 10.18 0.84 22.37 2. 1422.14 27.72 151 1227 1.76 0 0 0 0 51 0 58 0 0 0 0 51 0. 58 0 0 0 0 121 0- 48 0 0 0- 0 77 0 102 0--, 0 0 0 47 0 218 0 0 0 0, 47 0 218 0 0 0 0 110 0 182 0 0 0 0 70 0 384 y! P C F._. 2A2-t 1.180 30.80 0.00 58 0 0 0 218 27 816 0 6 c) AED excursion 4 67 Envelope loss/gain 170 174 2225 1408 12 a) Infiltration 0 0 499 180 b) Room ventilation 0 01 0 0 13 Internal gains: Ooaipants @ 230 0 0 0 0 Applianoesb1her 0 1200 Subtotal (lines 6 to 13) 170 174 2724 2788 Less external load 0 0 0 0 14 Lesstranyer Redistribution Subtotal 0 5 175 0 10 184 0 0 2724 0 0 2788 15 Duo bads 10% 220% 17 40 10% 22% 269 608 Total room bad Air required (dm) 192 0 224 12 2993 0 mm 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wr`ghtsol't- 2018Jan-19110152 Right-Sute®Uriversal 2018 18.0.08 RSU16877 Page 5 1Desldop\TEMP PRINrLot 172 MilanA LHG - S rup Cale - KW House laces: S wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Cool W irter Parr FL 32792 Phone: (407) 629.6920 fax: (407) 629 - 9307 Web: wvm0reStopCoolrrgmm License CAC032444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC 1 Room name LDRY DIN 2 3 Exposed well Room height 8.0 R 93 R heattool 85 R 9.3 R heat/aool 4 5 Room dimensions Room area 1.0 x 43.8 R 43.8 R2 155 x 85 R 131.8 112 Ty Construction number U-value BUKIP-19 Or HTM Area (112) or perimeter (R) Load Btrth) Area (R2) or perimeter (R) Load BlUh) Heat Cod Gross NAS Heat Cool Gross NAS Heat Cool 6 11 Vjl 13AA= 4A5-2om 465-2Rn 13A4= 485-21n 11 D0 13A4acs 4A5-2om 0.143 0SW o540 o.143 0540 03W 0.143 0550 ne ne ne se se se sw sm 3.73 14.35 1.4.09 3.73 14.09 10.18 3'73 14,35 2.90 22.14 2359 2.90 1728 1227 2.90 21.97 33 0 0 42 6 0 0 0 33 0 0 36 4 0 0 0 121 0 0 134 85 0 0 0 94 0 0 104 104 0 0 0 A64 15 0 0 0 0 0 0 0 0 0 0 0 0 0 239 215 0 0 0 0 0 0 185 332 0 0 0 0 0 0 L G y! t . G V)/ 4135-21m 13A-40fs 4AS-2om 4A5-2omd 12C-0ew 1160 . 16B-30ad 0S40 0.143 OS50 05W 0.091 0390 OA32 sN rew row nw n 14.09 3.73 1435 15.14 238 10.18 0.84 22.37 2-% 22.14 27.72 151 1227 1.76 0 0 0 0 98 21 44 0 0 0 0 76 21 44 0 0 0 0 181 217 37 0, 0 0 o 11s 262 77 0 0 0 0 0 0 132 0 0 0 0 0 0 132 0 0 0 0 0 0 110 0 0 0 0 0 0 232 R C F 12 Ipm - 1.180 30.80 0.00 44 8 246 00 132 9 262 0 6 c) AED excursion 31 19 Erhelopelosstain 1021 786 826 730 12 a) Infiltration 151 54 160 58 b) Room ventilation 0 0 0 0 13 trlternalgains Omupards@ 230 0 0 0 0 Appharaesrolher 500 0 Subtotal (lines 6 to 13) 1172 1341 986 788 Less external load 0 0 0 0 14 151 Less transfer Redistribudon Subtotal Duct loads I 10°/a 22'/0 0 0 1172 116 0 0 1341 293 10"/e 22% 0 11 997 98 0 22 810 177 Total room load Air required (dm) I I 128710 1633 84 1095 0 987 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr`grvts4 2018-Jan-1911U152 A • !: "^`—' Rigt1-Su"Urversal201818.0.08RSW6877 Page 1Desl op\TEMP PRINMot 172 MilanA LHG - SrLp Cale a MR House taxes. S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sards00%e Cou2 Winter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web- w&w0neStopCoohrg com license: CAGO32444 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC 1 mRooname GATH 2 Exposed well 32.0 R 0 R 3 Room height 93 R heatrbod 9.3 It heaftol 4 5 Robm dimensions Room area 14. 0 x 18.0 Q 2520 IF 1. 0 x 37A It 37A 112 Ty Cw0ruction number U- value 8tuh4(- fl Or HTM Btuh4M Area ( W) or perimeter (Q) Load 8tuh) Area ( W) or perimeter (M Load BWh) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool 6 y! 13A-4ocs 4AS• 2om 48S2fm 0. 143 0550 0540 ne ne ne 3. 73 14. 35 14. 09 2. 90 22. 14 23M 167 30 0 137 0 0 513 431 0 398 664 0 0 0 0 0 0 0 0 0 0 0 0 0 C11 Vfl I-- G 13A- 4as 485. 21m 0. 143 0540 se se 3. 73 14. 09 2. 90 1728 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 1100 13A4ocs 4A5. 2om 0390 0. 143 OS50 se sa sm 10. 18 3. 73 14. 35 1227 2. 90 21. 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl l-- 1 I- f Val 485- 21m 13A- 40c s 0540 0. 143 s r nw 14. 09 3. 73 22. 37. 2. 90 0. 130 0_ 66 0. 247 0 192 0 0 0_ 0 0 0 0 0 4A5- 20M 4A5 2omd _ _ 12C- 09w 11 D0 1613- 30ad 0550 0580 0. 091 0390 0432 nw nw n 14. 35 15. 14 238 10. 18 0. 84 22. 14 27. 72 151 1227 1. 76 0 64 0 0 252 0 0 0 0 252 0 969 0 0 210 0 1774 0 0 443 0 0 0 0 37 0 0 0 0 37 0 0 0 0 31 0 0 0 0 65 G R C F _ - 22A-tpm. 1.180 30.80 0.00 252 32 986 0 37 0 O O c) AEO excursion 278 2 En% elope loss(gain 3355 3749 31 64 d612a) hnfiltrauon 603 217 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Oooupants@ 230 0 0 0 0 Apphanmtther 0 0 lines 6 to 13) 3958 3966 31 64 Less external load 0 0 0 0 Subtotal Less transfer 0 0 0 0 Redstribution 0 0 31 64 14 Subtotal 3958 3966 0 0 Duct loads 10% 22% 390 866 10% 22"/e 0 0 Total room load 4348 4t932 0 0 Air required (dm) 0 249 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fl. r wrlghtsoft' 2018-Jam1911A152 Rig lrSute®Universal 2018 18 0.08 RSU16877 Page 7 1DesWnp\ TEMP PRWT\Lot 172 MdanA LHG - S.np Calc - MA House laces: S Static Pressure anon dFrictionRate Job: Lot172Milan ALHG-s wrightsoft° Date: 12/01/2017 Entire House By. LF/RI/MC One Stop Cooling and Heating 7225 Sardsoove Coot, Wirter Park FL 32792 Phore. (407) 629. 6920 Fax: (407) 629. 9307 Web: wwvOreStopCootirgcom License- CAC032444 0-roject information For: Park Square Homes 3911 Saltmarsh Loop, Sanford, FL AvailablePressure Heating Cooling in H2O) ( 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 11 0 Measured length of trunk 15 0 Equivalent length of fittings 105 0 Total length Total effective length Supply Duds Return Duds 131 Heating in/ 100ft) 0.260 > 0.18 0.260 > 0.18 Fitting Equivalent LengthDetails supply 4X-- 35, 11 A=20, 11 G=5,1 A=35, 11 G=5,11 G=5: TotalEL=105 Return TotalEL= O 0 131 Cooling in/ 100ft) 0.260 > 0.18 0.260 > 0.18 wrightsoft' 2018Jar~ 1911A133 r.. 4 . , NghSUte®Uriversal 2018 18.0.08 RSU16877 Page 1 ACCK _\Deslaop\ TEMP PRINTV_ot 172 MUM LHG • Srtp Calc -" Horse taces: S wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Carl W irrer Park FL 32792 Prore: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoofirg.com license: CAC032444 iLroject intormation For: Park Square Homes 3911 Saltmarsh Loop, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.260 in/100ft 0 cfm 131 Job: Lot 172 Milan A LHG - S Date: 12/01 /2017 By. LF/RI/MC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.260 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Dud Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk SED2 c 1564 0 81 0.284 6.0 Ox0 VIFx 14.6 105.0 SO SED3 c 1764 0 91 0.260 6.0 Ox 0 VIFx 25.6 105.0 st2 BT}12 C 224 0 12 0.264 4.0 Ox 0 VIFx 24.0 105.0 st2 DIN c 987 0 51 0.269 5.0 Ox 0 MFx 21.6 105.0 SO FOYXrr C 3396 0 175 0.274 7.0 Ox 0 VIFx 23.9 100.0 st2 GATI+A c 4832 0 249 0.272 8.0 Ox 0 VIFx 19.8 105.0 st1 LDRY c 1633 0 84 0.260 6.0 Ox 0 MFx 25.7 105.0 st2 MBED c 3430 0 177 0.275 7.0 Ox 0 VIFx 18.6 105.0 st1 MSTM c 63 0 3 0.285 4.0 Ox 0 VIFx 14.5 105.0 SO MTOI C 469 0 24 0.271 4.0 Ox 0 VIFx 26.5 105.0 st1 MWIC C 128 0 7 0.284 4.0 Ox 0 VIFx 14.7 105.0 SO Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Pall) FIR fpm) in) in) Material Trunk st2 PeakAVF 0 362 0.260 819 9.0 0 x 0 VinlFlx SO PeakAVF 0 591 0.269 753 12.0 0 x 0 VinlFlx wrightsoft• 2018Jar-19110153 Right-SUL-SUriversal20l8l8.0A8RSU16877 Pagel ACCK ._Ze5cnp\TEMP PRINTLot 172 MdanA LHG - Snp Calc- MJ8 Horse faces S Return Branch Detail Table Name Grille Size (in) Htg cfrn) Clg cim) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rbl Ox 0 0 953 0 0 0 0 Ox 0 VIFx wrightsoft' 2018-Jart19 11 Al S3 Right-SuteSUri%trsal20191e.o.oeRSU16877 Page 2 ACCA ._\DeSlaop\TEMP PRINi\Lot 172 MdanA LHG • Srtp Cale =MJe Horse faces: S Job #: Lot 172 Milan A LHG - S Performed by LF/RI for: Park Square Homes Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandsmve Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 www OneStopCooling.com Scale:1 : 97 Page 1 Right-WtA universal 2017 17.023 RSU 16202 2017-Aug•161135:14 110 k!s jcre, 46-v^"" I3K 1 RNO" S.f Le LAUrJ'%-'>R/ RECORD COPY v LA vS \,JL A-) 24 lzti 18 3N suit 55 34typo 0 P$ RECORD COPY DESCRIPTION AS FURNISHED: Lot 172, 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 055 LOT 164 OAN i i ZONI BATE tf- 1 Ok to construct single family home ti9 with setbacks and impervious area shown on plan. 63. S% 'iMP. s.00' 1349 IPA;kan - A , crL. LOT 171 T 2 5.00' P.C. 156.00, `ram LOT 163 N 89"40'51 " E 40.00' LOT 162 LOT 172>• 20.00' 20.00' 3.0'x4.0' AC 16.0' 4 LANAI 14.0, S.00' PROPOSED RESIDENCE 1349-MILAN-A 2 CAR GARAGE LEFT rn O O O O O J COV'0. ENTRY tM 6.7' 5.00' 4.0' m 0 p 10.7' 0 19.3' 16' WALK ORNE 25.00' 25.00' 10ESMT. UTILITY N 89°40'51 " E 5' WALK 40.00' 7 CURB SETBACKS AS FURNISHED FRONT = 25'(P) REAR 20' )SAL TIARSH LOOPSIDE5' (40' LOT) 7.5 I. LOT 10' (75' LOT) SIOE STREET = 25' (60' & 75' LOT) 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 OF (2) IN SUCCESSION AT 25' PROPOSED = FINSH£D SPOT GRADE ELEVATIONS PER DRAINAGE PLANS Cj PROPOSED DRAINAGE FLOW \QOy49LOTGRADINGTYPEA PROPOSED F.F. PER PLANS - 30.5' Q 50' PRIVATE R1W PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 4.400 LOT 173 FEET PLOT PLAN ONLY NOT A SURVEY FLATWORK FOUNDATION/PAD 1.740 t SQUARE FEET REAR PATIO 103 t SQUARE FEET FRONT PORCH DECK 72 f SQUARE FEET POOL DECK N/A t SQUARE FEET LANS PROVIOEO BY CLIENT • NOT new VERIFIED - CRUISE)VHEYTIR-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - P • PLAT Pia„ .POINT ON LINE 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r •FIELD Tyr. TYPICAL Norm. POINT Or C014+OUN0 CURVATUREI. •IRON PIP[ PA.G • POINT Or ROVERS[ CURVATURE IA. /LC. I. THE UNOERSICNED DOES HEREBY, COMFY TIAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM Or THE FLORIDA BOARD OFRDO • C.N.CONCRETIRONE MONUKENT RAG. RADIAL PROFESS&W SURVEYM AND MAPPERS IN CHAPTER 5J-17 FLORADA AOMINISIWIROT CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET UI. 1/2• IR ./ILI 4396 NR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURwms SICNANRE AND ORIGINAL RASED SCV. MIS SURVEY NAP OR COALS ME NOT VALID RCC. RECOVERED V.P. VITMESS POINT 3, THIS SURVEY WAS PREPARED FROM TIRE NOWMATION FURNISHED W THE SURVEYOR. MERE MAY BE OT1[R RESTRICTIONSP.O.R. •POINT Or R[GINNING CALL •CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. • POINI Or C&xEmzxw PRM • PfANACHT REFERENCE 1ONIIKEHT 4. NO UNDERGROUND IMPROlUOITS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. HLO • NAIL DISK RSL • RUILOING SEF. FINISHED MMACK LLINE ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFR OF THOSE CERTIFIED TO AND SHOULD Nor BE RELIED UPON BY ANT OTHER ENTRY. R/V • RtGNt-Or-VAY S.H. RCNbOURK 0, OIMENSONS SHOWN FUR THE LOtAWN OF ILPROKWENIS HEREON SHOULD NOT BE USED TO RECONSTtUCT BOUNDARY LINES. CSKT. •_ EASEMENT L& .RASE REARING 7. BEARINGS, ARE BASED ASSUMED .CATUM AND ON THE LINE SHOWN AS BASE BEARING (8.9.) DRAIN. DRAINAGE6ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL CATUM OF 1929. UNLESS OTIF.RWLSE NOTED. UTIL • UTILITYCLFC. • CHAIN LINK FENCE 9. CERTIFICATE OF AUIHORIL1IION No. 4500. VDFr_ • WOOD FENCE C/B COWACTC BLOCK P.C. POINT W CURVATURE SCALE I- I- - 20' DRAWN BY. MLT P.T. POINT Or TANGENCY DESC. • DESCRIPTION CERTIFIED BY. DATE ORDER No. _ R . ARCDIS LENGTHPLOT PLAN01-22-2018 J53-18 0 • DELTA C • CNMD C.R. CHORD REARING NORTH THIS BUILDING\ PROPOM DOES NOT UE WITHIN_.__. THE ESTABLISHED 100 YEAR FL000 PLANE AS PER nRM- TO x• USENM R, LS. / l7t4 ZONE X. MAP / 12117CO090 F (09-28-07) 5 SCOli R.L.S / l80t FLATWORK ON/ OFF LOT - TOTAL f SQUARE FEET DRIVE 400/ 1 T 4- 514 t SQUARE FEET WALKS 40/ 200- 240 t SQUARE FEET SOD 025/ 126 - 2,151 t SQUARE FEET NOTE.' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM RECORD COPY Filename: PARK SQUARE MILAN 1,349SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1349 2 1 Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 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 tt 11 8 0 5 5 Optional 8,000 4,480 Dryers Dryer No. No. Nameplate Line Neutral--------- 50003oz0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 i 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 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 1,200 MICRO 1 1 120 1200 1,200 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: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 29,931 15,171 Maximum Amperage— 125 63 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. RECORD COPY RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY MiTek USA, Inc. Site Information: " 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P1349AC-T Model: MILAN - 134 m ao lC3 f}15 Lot/Block: 172 Subdivision: WYNDHAM PRESERVE 40' Address: 3911 SALTMARSH LOOP City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: # 1 8_ 1 0 5 5 State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 gOLofNC Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 mph Roof Load: 40.0 psf SANFO2J Floor Load: N/A psfC) This package includes 36 individual T ussrD`esign Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeat# ITruss Name I Date INo. I Seal# ITruss Name Date11/4/18:] 1 IT12878147 1A1 1/4/18 112 1 T12878158 JB1 12 I T12878148 I A2 11/4/18 113 I T12878159 I B2 11/4/18 1 13 I T12878149 I A3 11/4/18 114 1 T12878160 I B3 1 1 /4/18 1 4 IT12878150 JA4T 1/4/18 15 T12878161 IC1 1/4/18 15 IT12878151 JA5T 11/4/18 16 IT128781621C2 11/4/18 1 16 I T12878152 1 A6 11/4/18 117 1 T12878163 1 CJ 1 11/4/18 I 17 I T12878153 I A7 11/4/18 118 1 T12878164 1 CJ3 11/4/18 1 18 IT128781541A8 11/4/18 119 1 T12878165 I CJ3A 11/4/18 1 19 IT12878155IA9 11/4/18 120 1 T1 2878166 1 CJ3B 11/4/18 1 10 IT12878156 IA10 1/4/18 21 T12878167 CJ3T 1/4/18 I'll I T12878157 1 A11 11 /4118 22 I T12878168 I CJ4 11/4/18 1 This item has been electronically signed and sealed by Velez, Joaquin, 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 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Velez, Joaquin 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/rPI 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. January 4,2018 Velez, Joaquin I of 2 RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: P1349AC-T Model: MILAN - 1349 - A or C / TRAY Lot/Block: 172 Subdivision: WYNDHAM PRESERVE 40' Address: 3911 SALTMARSH LOOP City: SANFORD State: FLORIDA INo. JSeaI# Truss Name I Date 23 IT12878169 ICJ5 1/4/18 24 IT12878170 JCJ5T 1/4/18 25 T12878171 CJA 1/4/18 26 IT12878172 1 CJB 1/4/18 27 IT12878173 I FT1 1/4/18 28 IT12878174 JJ4 1/4/18 29 IT12878175 IJ5 11/4/18 I 130 IT12878176 I J7 11/4/18 131 IT12878177 1 J7T 11/4/18 I 32 IT12878178 JKJ5 1/4/18 33 IT12878179 JKJ5A 11/4/18 134 IT12878180 1 KJ6 11/4/18 35 IT12878181 1KJ7 1/4/18 36 IT12878182 1 KJ7T 11/4/18 2 of 2 Job Truss Truss Type Oy Ply Pant SyMilan-1349-A or C_TRAY T12878147 P1349AC-T Al COMMON 11 1 Job Reference lootionah Mid-Fbnda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35:26 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzr8by4MU11Utue4REJGwOMvNiDRwnfbOCeGO46Sp01zyjU7 rt-0-0, 7-11.11 15-" i 22.0.5 30-0.0 1-0Q 1O-0 7-11.11 7-0.5 7.05 7-11-11 1 Scale = 163 5 4x8 = 3x4 = 3x4 = 3x4 = 4z1 = 4x1 10.2-3 19.9-13 30." In0_1 i 0_7.1I IIL_Y LOADING (PSQ SPACING- 21-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.75 TCOL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0 56 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-8-0 Max Horz 2-260(LC 10) Max Uplift 2=555(LC 12), 6=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2096/1003, 3.4=-1893/1009, 4-5=1893/1009, 5-6=2096/1003 BOT CHORD 2-10=741/1971, 8-10=369/1255, 6-0=761/1822 WEBS 4-8=3581874, 5-8=-495/401, 4-10=358/874. 3-10=-495/401 DEFL. in (loc) Well Ud PLATES GRIP Ven(LL) -0.35 8-10 >999 240 MT20 244/190 Ven(CT) -0.50 8-16 >721 180 Horz(CT) 0.06 6 n/a n/a Weight: 137 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; 8CDL-3.0psf; h=15ft; 8=45R; L=24f1; eave=4R; Cat. II; Exp C; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Intenor(1) 2-0.0 to 15-0-0, Exterior(2) 15.0-0 to 18-" zone;C-C for members and forces 6 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 bads. 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 rd between the bottom chord and any other members, with SCOL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 6. I Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity dulgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7471 m. 10,02,2015 BEFORE USE. Design vabd 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 Setore use, the budding designer must verity the appliUbilfty of design parameters and property mtorpatate this design into the *versa buildup design Bracing agitated is to prit"m buckling of individual truss web andlor Chomembers only. Additional temporary and permanent braung is shvsys land for stability and to prevent Collapse with past a personal injury and property damage. For general guidance regarding the I fabncation, storage, delivery, erection aril breang of trusses and truss systems, ales ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 8904 Parke East Blvd. So" Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312, Alexan dna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or CTRAY T12878148 P1349AC-T A2 HIP 1 1 all Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:31 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrBby-76HBo8xl Sc3XP1 oL9SztmGpeGJ2ttU7EOAa3Ezyj7w 6-9-4 I ,34Y0 ( 17-0-0 I 23.2-12 3I)0-0 31-0-0I 1-0-0 6-9.4 6.2-12 A-0-0 6-2-12 6-9-1 1-0-0 Seale - 1,52 1 44 = 44 = 4 22 23 5 2 ib 13 12 11 9 1.Sx4 II 3x8 = 3x4 — 1.Sx4 II 4x4 = 3x4 = 3x4 = 6-94 13-0.0 17-0-0 23.2-12 30." 6-9-46.2.12 4--0 6.2.12 6-9-4 Plate ORsets fX.Y1- IS:O-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.21 9-11 >999 180 SCLL 00 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 7 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 157 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 6-1-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-", 7=1260/0-8-0 Max Horz 2=228(LC 10) Max Uplift 2=555(LC 12), 7=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2223/1132, 3.4=-1611/920, 4-5=1363/909. 5-6=1610/920, 6.7=2223/1132 BOT CHORO 2-13=891/1925, 12-13=891/1925, 11-12=529/1362, 9-11-90411926, 7-9=90411926 WEBS 3-13- 0/287, 3.12=-695/429, 4-12=198/420, 5-11=172/419, 6-11=-697/430, 6-9=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=1 SOmph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24rt; eave=4f1; Cat. II; Exp C; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2.0.0, Interior(1) 24)-0 to 13-0-0. Exterior(2) 13.0-0 to 17-0-0, Interior(1) 21-2-15 to 31-0-0 zone;C-C for members and forces & 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 bads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vodfy daslpn paraimfers and READ NOrES ON THIS AND INCLUDED MITEK REFERENCE PAGE AGO-7473 M. 1"3,2015 BEFORE USE. 1 Design valid for use only with MrrekO connectors. This design is based Only upon parameters shoum, and is for an individual building component, not at $3 system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Smang indicated is to prevent budding of individual truss web and/or chord members anti. Additional temporary and pennanem braang 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, ace ANSI/IPI1 Quality Cdterla, OSS42 and SCSI Building Component 6004 Parka East Blvd. Safety IMorrhatlon available tram Truss Plate InstitNe, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park SgIMilan-1349-A or C TRAY T12878149 P1349AOT A3 HIP 1 1 o e t' all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35.32 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzrSby-blraOXxIDwBOIBNXi9U6Twp?MgfNcPUHS2v7bgzyliv r1-0-0, 5-9-4 11-0-0 15-0-0 19-0-0 24-2-12 30.0-0 1-0-0, 1-0 0 5 9 4 5 2-12 4-0-0 4-0-0 5 2-12 5 9 1.0-0 Scab - 1:52.1 4x4 = 3x4 = 40 = 14 13 - -- -- 11 10 04 = 1.Sx4 II 34 = 3x4 = 1.Sx4 11 4x4 = LOADING (psf) SPACING- 2.0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 3x8 = CSI. DEFL. in (loc) I/dell Ud TC 0.45 Vert(LL) 0.1511-13 999 240 BC 0.66 Vert(CT) 0.3111-13 999 180 WB 0.38 Horz(CT) 0.09 8 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 157 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8.0, 8=126M." Max Horz 2-195(LC 10) Max Uplift 2-555(LC 12), 8=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2263/1184, 3.4=1777/1000, 4-5=1530/972, 5-0=1530/972, 6-7=1777/1000, 7-8-2263/1184 BOT CHORD 2-14=950/2005, 13.14=950/2005, 11-13=-691/1616, 10.11=963/1970, 8-10=96311970 WEBS 3-13-543/374, 4-13=237/509, 5.13= 259/154, 5.11--259/154, 6-11-238/509, 7-11=544/374 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10: Vuh=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=aft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2.0.0, Interior(1) 2-0.0 to 11-0-0. Exterior(2) 11-0-0 to 23-2-15. Interior(1) 23.2-15 to 31-0-0 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will 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 556 lb uplift at joint 2 and 555 lb uplrh at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111110-7473 rev. faOL"IS BEFORE USE. Design valid for use only with MTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not s truss system Before use, the brrlWmg designer must verity the appbcabllay of design parameters and property incorporate this design and the overall buddingdesign. Bracing indicated is to prevent budding of individual truss Web and/or chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the No fabntutron, storage, delivery, erection and bracing of trusses and truss systems, sea ANSUIP11 Quality Criteria, OSS42 and SCSI Building Component 6a04 Parka East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps FL 36610 Job Truss Truss Type Oty Py Perk Sq/Milan-1349-A or C_TRAY T12878150 P1349AGT A4T SPECIAL 1 1 do Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:33 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrSby-3VPy0tyH_EJF(LykGt7L')7L3k4z1 Ln8Ohifg77zylTu 2.7 8 5 9 12 9-0-0 t34 8 21-0-0 25-2-t2 30-0-0 11143-0i 2-743 3.23.2-1 44 8 7.7-8 4.2.12 4 9 4 1 Scale - 1.51.3 Sim = 2x4 II 4xS = 4 19 5 20 21 22 6 6. 00 12 3x4 3 i 23 3x4 7 18 b 24 t Iq 8x8 = 13 6 4 151416 1.Sx4 II 3x4 = a 3x4 = 17 2x4 II 12 11 10 3x4 1. Sx4 II 3x4 II 54 = 1.50 II 2. 7-0 5 9-12 840 t 3 4 8 21 0 0 25.2.12 1 2. 7-8 11-4 7-74 4.2.72 444 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.68 SCOL 10.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 'Except' 14: 2x6 SP DSS BOT CHORD 20 SP No.2 'Except' 2- 13: 2x4 SP No. 1, 5-12,2-17: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1=1162/0-8-0, 8=1242/0-8-0 Max Horz 1-159(LC 10) Max Uplift 1-471(LC 12). 8=562(1-C 12) OEFL. in (loc) I/deft L/d Ven( LL) 0.24 13-14 >999 240 Vert( CT) -0.4313.14 >812 180 Horz( CT) 0.30 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 169 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2 =679/390, 2-3 =2934/1485, 3-4=2290/1214, 4-5=-2383/1335, 5.6=-2381/1344, 6- 7=1820/996. 7-8=2126/ 1090 BOT CHORD 2-15=1302/2818, 14-15=1302/2817, 13-14=836/1985, 5-13=-401/314, 10-11--875/1811. 8- 10=875/1811 WEBS 3-14 =1005/557, 4-14 =255/587, 4-13=2901585. 11-13=-644/1433, 6.13=463/940, 7- 11=309/218 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuh=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf, BCDL=3.Opsf,, h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (directional) and C-C Extenor(2) "-0 to 3-8-0. Intenor(1) 3-841 to 9-0-0, Exterior(2) 940-0 to 24-", Intenor(1) 24-0-0 to 31-0-0 zone;GC for members and forces 8 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.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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1 and 562 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Varffy destim parameran and READ NOTES ON THIS AND INCLUDED UfTEK REFERENCE PAGE 100-7473 ray. 10411013 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an mdi ioual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overatl building design. Srscing indicated is to prevent buckling of inidmdual con web and/or chord members only. Additional temporary and permanent bracing 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 ANSITP11 Ouslhy Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Trust Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 366 10 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T12878151 P1349AC-T A5T SPECIAL 1 1 all Mid•Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mii7ek Industries, Inc. Thu Jan 4 13:35:35 2018 Page 1 ID:S OpR05ws4UAkYA3UNGXPnBby-?tXieZ_YWrZyue6601Ip4YRTRtcRpefj808nC7zylTs 217Jj 741-0 11 4 14 13 + 15-0 0 ( 10-3-2 23-0-0 26 2-t2 I 30-0-0 31-0 4 2-7.8 4$ 44-T4 t•tt-10 2-3-0 37.2 3$t4 3.2-12 39-4 7-0-0 Sx8 1.5x4 11 3x8 = 3x4 6.00 12 3 26 27 428 29 30 531 32 33 634 35 44 = Seale = 1,51.3 4x4 - JXo 3x4 II 4x10 = 1.5x4 II 3x6 = 3x4 = 3x4 = 3x4 = 6x6 = 2-741 7-0-0 11.4-14 13 41 15 8-0 19-8.2 23-0.0 262-12 31Y0 0 Plate Offsets 2.7A X.YI-- 11:0-2-4.0-0-01. 4-4A f 44-14 10.0-1-21. 1-11.10 2-3.8 13:0-46-0.0-2-81. f5:0.3-8.0-1-81. 3.7-2 17:0-5-4.0.2-01. 3•B•14 19.0.0-8.Edoel 12.12 3.94 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.69 Vert(L-) 0.22 2-17 825 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Ven(CT) 0.39 2-17 471 180 SCLL 0.0 Rep Stress Inor NO WB 0.87 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight, 160 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-3: 2x6 SP OSS BOT CHORD 2x4 SP No.2 'Except' 2-15: 2x4 SP No. 1. 14-20: 2x4 SP No.3 WEBS 2x4 SP No.3'Except* 5.13,7-11,6-12: 2x4 SP No.1 REACTIONS. (lb/size) 1-895/0-8-0.9=838/0-8-0, 13=2655/O-8-0 Max Horz 1=126(LC 6) Max Uplift 1=379(LC 8), 9=614(1-C 8). 13=1191(LC 8) Max Grav 1=897(LC 17). 9=853(LC 18), 13=2655(LC 1) BRACING - TOP CHORD Structural wood sheathing direly applied or 4-7-5 oc purlins. BOT CHORD Rigid ceiling direly applied or 6-7-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=528/278, 2-3 =1876/777, 3-4=1075/545. 4-5=1075/545, 5-6=1071441, 6-7=682/520, 7-8=1194/773, 8-9=14171902 BOT CHORD 2- 17 =585/1738, 16-17=-595/1772, 15.16=-014/285, 12-13=319/582, 11-12=531/1047. 9-11=734/ 1249 WEBS 3-17 = 162/589, 13-15=1570/653. 5-15-1484/666, 7-11-3071627, 8-11 =260/243, 6-12=272/ 597,6-13=-1370736,7-12=665/293,4-16=-417/259,3-16=411/290, 5-16=733/ 1959 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=ISOmph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft, eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber OOL=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to gram value using ANSIfrPI 1 angle to gram formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 1, 614 lb uplift at joint 9 and 1191 lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 137 lb up at Printed copies Of this document are 7-0.0. 80 lb down and 91 lb up at 9-0-12, 80 lb down and 91 lb up at 11-0-12, 80 lb down and 91 lb up at 13.0-12.97 lb down and 106 lb up at 15-0-0. 97 lb down and 106 lb up at 16-114, 97 lb down and 106 lb up at 18-114. and 97 lb down and 106 lb up at not considered signed and sealed and 20-114. and 189 lb down and 206lb up at 23-0-0 on top chord, and 402 lb down and 179 lb up at 7-041, 60lb down and 21 lb up at the signature must be verified on 940-12. 60 lb down and 21 lb up at 11 12, 60lb down and 21 lb up at 13.0-12, 66 lb down at I5.0-0, 66 lb down at 16-114, 66 lb any electronic Copies down at 18-11-4. and 66 lb down at 20-114, and 327 lb down and 65 lb up at 22-114 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 0 WARNING • Vert ry daalpn parsmarars and READ NOTES ON 17rlS AND INCLUDED MITEK REFERENCE PAGE aaF747S rev. f6W/lO1S BEFORE USE. Design valid lot use only with UlTakib Connectors. This design is based only upon parameters shown. and Is for an individual building Component, hat a truss system. Before use. the building designer must vent' the applicability of design parameters and property incorporate this design uno the overall budding design. Bracing indicated is to pirt"m budding of individual truss Web motor Mond members only. Additional temporary and permanent bracing is always required for stabWry 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 ANSVMI Quality Cnterls, DS549 and SCSI Building Component 6904 Parke Fast BNd Safety Information miustle from Truss Piste Insit ae, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq/Milarf1349-A or C TRAY T12878151 P1349AC-T A5T SPECIAL 1 1 e e tiall Mid -Florida Lumber, Bartow, FL. a.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:35 201a Page 2 IG:S OpR05ws414AkYA3UNGXPuBby?tXieZ_YWrZyue6601Ip4YRTRteRpefj808nC?zyllrs LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=60, 3.7=60, 7-10=60, 1-19=20, 18-19=20, 2-15=20, 14-23=20 Concentrated Loads Ob) Vert: 3= 80(F) 7=142(F) 17=402(F) 11=327(F) 27=80(F) 28=-80(F) 29=80(F) 30=97(F) 33-97(F) 34=97(F) 35=97(F) 36=55(F) 37-55(F) 38-55(F) 39=41(F) 41-41(F) 42=41(F) 43=41(F) rr 0 WARMNG - Vadly design paramerars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI.7473 rev. I&OW61S BEFORE USE. KWUW Design valid for use only well Mrrek* Conneciofs. This design is based only upon parameters shown, and is for an individual budding component, has a uuss system Before use. the budding designer must veiny the applicability of design parameters and properly incorporate this design rmo the overall sm building design. Bracing indicated is to prevent buckling of individual truss Web arid/*( Chard members only. Additional temporary and pemlanem bracing is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the PHR fabrication, storage, dei very, erection and bracing of trusses and truss Systems, tee ANSIrPI1 Quality Criteria, OS842 and SCSI Building Component 6904 Parke East BWd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alekandna, VA 22314 Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878152 P1349AC-T A6 HIP 1 I job Reference lootionall Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:36 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-T444rv?AH9hpV4ohJx?Y2dmzfAH?GY4csNgtLkRzylTr r1-0-0, 7.5.4 14-4-0 05.8-0 , 22.6-12 30." 31-0-0i1i7-5-A 8-10-12 1.4-0 6-10;2 7-5-4 Seale a 1.54 4 4x6 = 4xS = 4x4 = 1 5x4 11 3x4 = 3x4 = 3x4 = 1.5x4 11 4x4 = 7-54 14-4-0 15 8-0 22812 3004 7-ALA2t(L1 t.d11 iLt(L77 7_Sa LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.63 TCOL 10.0 Lumber OOL 1.25 SC 0.72 BCLL 0.0 ' Rep Stress Ina YES WB 0.95 BCDL 10.0 Code FBC2017frP12014 Malnx-MS DEFL. in (loc) I/defl Ud PLATES GRIP Ven(LL) 0.13 9-19 >999 240 MT20 244/190 Vert(CT) -0.23 9-19 >999 180 Horz(CT) 0.09 7 n/a n/a Weight, 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 6-2-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/041-0 Max Horz 2=249(LC 11) Max Uplift 2-555(LC 12), 7-555(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3-219011066, 3.4=1508/853, 4-5-1261/831. 5-6=1508/853, 6-7=2190/1066 BOT CHORD 2-13=-024/1891, 12-13=824/1891, 11-12=-417/1261, 9-11=837/1890, 7-9=837/1890 WEBS 3.13=0/315, 3-12=789/479, 4-12=236/419, 5-11=236/419, 6-11=-790/479, 6-9=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL=3.Opsf, h=1511; B=4511, L=24ft: eave=oft; Cat. 11; Exp C: End., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -14)-0 to 2-0-0, Interior(1) 2-0-0 to 14-4 0, Exterior(2) 14-4 0 to 15-8-0. Interior(1) 19-10-15 to 31-0-0 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 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED h0TEK REFERENCE PAGE affl-7473 rw. 10N34015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verily the applicability W design parameters and property incorporate this design one the overall buadmg design Bracing indicated is to prevent budding of individual truss web andiat chord members any Additional temporary and permanent bracing is always regared for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the No fabrication, storage, delivery. erection and bracing of trusses and truss systems, sea ANSVrPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Panic East SM. Safety Information available tram Truss Pine Institute, 218 N. Lee Street, Suite 312. Mexandna, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply 349-A or C_TRAY IParkSq/ Mdarl-I T12878153 P1349AGT A7 HIP 1 1 b M ti Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:37 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzrBby-yGeT3E')o2Spg7yGWi3HAzWsihNpHdcOcKduGuz,ATq 12-4-0 I 17-&0 23-8-12 30-" 3141-0I 1-00 6.5.4 51012 5-" 5.10-12 6-5-4 Scale - 1,52.1 5x5 = 5x5 = 4 21 22 23 24 5 3x4 = 1.5x4 II 3x8 = 5x5 = 1.Sx4 II 4x4 = 8S 4 12-" 17$0 23812 30-0.0 aS.A c ih.19 5J11 5.111.12 6.5-a LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Gnp OOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/rP12014 CSI. DEFL. in (loc) Well Ud TC 0.51 Ven(LL) 0.11 10-11 999 240 BC 0.64 Vert(CT) 0.2110.11 999 180 WB 0.52 Horz(CT) 0.08 7 n/a n/a 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 WEBS REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=217(LC 10) Max Uplift 2=555(LC 12), 7=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2235/1152, 3-4=1686/961, 4-5=-1418/937, 5-6=1696/967, 6-7=2234/1152 BOT CHORD 2-12-913/1939, 11-12 =913/1939, 10-11=572/1415, 9-10=926/1939, 7-9=926/1939 WEBS 3-12ro/254, 3-11=-633/402, 4-11=177/438. 6.9=0/250, 5-10=-167/438, 6-10=-027/399 PLATES GRIP MT20 244/190 Weight: 154 lb FT = 20% Structural wood sheathing directly applied or 3S9 oc purlins. Rigid ceding directly applied or 6-0-7 oc bracing. 1 Row at midpt 5-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0.0 to 2-0-0, Interior(1) 2-" to 12-4-0. Exterior(2) 12-4-0 to 21-10-15, Intenor(1) 21-10-15 to 31-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown: Lumber OOL=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-" 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 555 lb uplift at joint 2 and 555 lb uplift at joint 7. N r4 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies i..r AWARNING • Vartly design parameters and READ NOTES ON THIS AND INCLUDED afITEN REFERENCE PAGE 110111.7473 rev. I&W*015 BEFORE USE. Design valid for use only with MRekm connectors Thu 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 demon into the overall building design. Bracing indicated is to prevent buckling of o drodual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iq fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPlt Quality criteria, OSB-119 and SCSI Building Component $904 Parke Fast Blvd. Safety Information available from Truss Plata InstnNa, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq/Milan-1349-A or C TRAY 10ty T12878154 P1349AC-T A8 HIP 1 1 Job Reference lootionall Mid-Flonda Lumber, Banow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:38 2018 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrOby-OSCrGa00pmxX16gh3ObVAB32v5ghO8F9r MRoKzyiTp r1-0-0, 55.4 I 10-4-0 15-0-0 19.8-0 I 24-6-12 I 30" 1-0-0 SS4 4.1412 4$0 4-"4.10-12 5-5-4 1 Scale - 1 52.1 4x4 30 = 4x4 = 4 23 245 2526 6 14 13 -- -- '- 11 10 40 = 1.5z4 II 3x8 = 3x4 = 3x8 = 1.5x4 II Ix4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.19 11-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Ven(CT) 0.43 11-13 846 180 BCLL 00 ' Rep Stress Ina YES WB 0.30 Horz(CT) 0.09 8 We We BCOL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 154 lb FT - 20eA 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=1260/0".8=1260/0-8-0 Max Horz 2=184(1-C 10) Max Uplift 2=555(LC 12), 8-555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2272/1204, 3-4=1837/1028. 4-5-1590/993, 5-6=1590/993, 6-7=1837/1028, 7-8=2272/1204 BOT CHORD 2-14=972/2009, 13.14=972/2009, 11-13=766/1723, 10.11=984/1982, 8.10=984/1982 WEBS 3-13=4841356, 4-13=242/534, 5-13=-303/193, 5-11-303/193, 6-11=242/534. 7-11 -485/356 Structural wood sheathing directly applied or 3-8-3 oc pudins. Rigid ceiling directly applied or 5-11-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft, Cat. II; Exp C, End., GCpi=0.18: MVVFRS (directional) and C-C Exterior(2) -1-" to 2-0-0. Interior(1) 2-0-0 to 10-4-0. Exterior(2) 104-0 to 23-10-15, Interior(1) 23-10-15 to 31-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2411.0 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 555 lb uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtl-7473 ray. 10411tQ015 BEFORE USE. Design valid for use only with MTek* connectors. This design is baud only, upon parameters shown, and is for an indndual building component, not a truss sysgem Before Use, the building designer must verity the applicability of design parameters and property Incorporate this design who the Overall buildup design. Bracing indicated is to prevent budding of mdmilual truss web and/or dwrd members only. Addawrlal temporary and permanent braong rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidanca regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inadute, 21a N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Sty Ply Park Sq/Milarr1349-A or C_TRAY T12878155 P1349AC-T A9 HIP 1 1 all Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:39 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-uemOUwl2a43ONGPud761FObBIUIelaTl3e6?LmzylTo l 15-0-0 21-8.0 20.130-00 $1-02I1I r1 4t1640.16-0-0 2 4 -0-0 1- 0-0 Stale = 1:52. 1 US = 1.Sx4 II 4x8 = 4 21 22 5 23 24 6 13 12 10 40 = 3x4 = 3xS = 3x4 = 3x4 = 04 = 8-4-0 1 S." i 21$-0 30-041 S-" 6$41 6-80 8-4-0 Plate Offsets (X. Yl,- 14:0-5 4.0.2-01.1&0-5-4.0.2-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TIC 0.57 Veff(LL) 0.15 12 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.74 Vert(CT) -0.27 10.19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(CT) 0.09 8 file n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORO Structural wood sheathing directly applied or 3-2-5 oG puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.9-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/044.8=1260/0-8-0 Max Horz 2= 152(LC 10) Max Uplift 2= 555(1-C 12), 8=555(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3-2266/1259. 3-4=2002/1102, 4-5-2200/1285, S-6=2200/1285, 6-7-2002/1102. 7-8-2266/ 1259 BOT CHORD 2- 13-1030/2002, 12-13-771/1750, 10-12-785/1750, 8-10-1044/2002 WEBS 3-13- 329/295, 4-13=-92/387, 4-12-324/623, 5.12-460/360, 6-12=324/623, 6-10-92/ 387, 7-10-330/295 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=1SOmph (3-second gust) Vasd=116mph, TCDL=4.2pst. BCDL=3.Opsf; h=1511t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 8-4-0, Exterior(2) 8-4-0 to 25-8-11. Intenor(1) 25.8-11 to 31.0-0 zone,C-C for members and forces 3 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frt between the bottom Chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 wARjAmG • verily design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERENCE PAGE WJ-7473 rev. 10101MOIS BEFORE USE Know Design valid far use Only with MTek® Connectors. This design Is based only upon parameters shown, and is for an Individual building Component, nW a truss system Before use, the budding designer must venty the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss Web and/or Chard members only. Additional temporary and permanent braurp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrtration, storage, delivery, erection and bracing of trusses and truss systems, ace ANSIrrPN Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878156 P1349AC-T A10 SPECIAL 1 1 Job Reference (optionall Mid-Flonda Lumber, Bartow, FL. B.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:28 201a Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by4Xc3A9u9AhhyYZ4mTJPA14eHp3H4gU_hXOxwSvzyjTz t1.0-06-W ( 11.8-0 17-0-020-4-0 24-10.12 30.0-0 31-0-0, it- 0-06+0 5-4-0 5-44 3-44 4$12 5-14 1 0 Seale - 163. 0 5x6 = 14 13 12 4x4 = 1. 5x4 II 3x8 = 3x4 = 3x4 = 4x4 = Sx5 = 84- 0 11-8-0 17-0 0 23.2.12 3044 4 i 6. 4- 0 5-0 i i 6-2-12 6-94 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.65 Ven(LL) 0.23 12-13 999 240 MT20 244/190 TCOL 10. 0 Lumber DOL 1.25 BC 0.68 Ven(CT) 0.39 12-13 913 180 BCLL 0. 0 ' Rep Stress Ina YES WB 0.80 Horz(CT) 0.09 8 n/a n/a BCDL 10. 0 Code FBC2017/rP12014 Matrix -MS Weight: 147 lb FT = 201A LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/ size) 2=1260/041-0, 8-1260/0.8.0 Max Horz 2=173(LC 11) Max Uplift 2=555(LC 12), 8-555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2209/1138. 3-4=2699/1475, 4-5=2699/1475, 5-6=3198/1773, 6-7=2119/1145, 7-8= 2265/1161 BOT CHORD 2-14=898/1906, 13.14=-898/1913, 12-13=1287/2758, 10.12=-681/1612, 8-10=940/1992 WEE 8S 3-14=-3/258, 3-13=-480/919, 4-13=355/279, 5-12=-1593/973. 6-12=1151/2096, 6-10= 2141468, 7-10=-308/264 Structural wood sheathing directly applied or 2-11-6 oc puffins. Rigid ceiling directly applied or 5-2-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0. Exterior(2) 6-4-0 to 9-4- 0, Interior(1) 17-0-0 to 31-0-0 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 bad 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 f9 between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift a1 joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VarNy, design parameters and READ NOTES ON MIS AND INCLUDED WMK REFERENCE PAGE Ml1.7175 rw 10N3l101 S BEFORE USE. Oesign valid for use only with MITek® connectors. This design is baud only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary end permanent bracing 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 ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information wadable from Truss Pima Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314• Tampa, FL 36610 Job Truss Type Oty PlyPark Sq/Milan-1349-A or C_TRAYT12878157TsPeCIALP1349AC-T All 1 1 all Mid-Flonda Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:29 2018 Page 1 10:S_OpRO5ws414AkYA3UNGXPrAby-A19RNVvnx')ppAjez 11 wPrHBOISagPyHgmtlhT_Lzy1Ty rI 4-0 9$-0 t543-0 I 20-" 24-10-12 30-0.0 3t-0-0 t-0-0 4 4-0 5.4-0 5.4-0 5.4-0 4-6-12 5.1.4 1-04 Scale - 1:53.1 4x4 = 1z, 14 13 11 10 30 1x4 II 4x10 = tx4 II 5x8MT20HS = 3x12 = tx4 II 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 Incr NO SCOL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-5' 20 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1519/0-84, 8=1338/0.8-0 Max Horz 2=181(LC 7) Max Uplift 2=638(11.0 8), 8-581(LC 8) CSL DEFL. in (loc) I/deft Ud PLATES GRIP TC 080 Vert(L-) 0.38 13-14 >959 240 MT20 244/190 SC 0.84 Vert(CT)-0.6613-14 >549 180 MT20HS 187/143 WS 0.73 Horz(CT) 0.13 8 n/a n/a Matrix -MS Weight: 147 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purllns. BOT CHORD Rigid ceiling directly applied or 4-9.7 oc bracing. WEBS 1 Row at midpt 5.11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3-2897/1115.3-4=4311/1757,4-5=-4311/1757.5-6=2071/869.6-7=2068882. 7-8=24581985 BOT CHORD 2-15=-896/2543, 14.15=894/2555. 13-14=1740/4589. 11-13=-1742/4583. 10-11=77412148. 8-10=774/2148 WEBS 3-15=0/281, 3-14=785/1902.4-14-453/297. 5-14=618/132. 5.11=3021/1271. 6- 11=582/1486, 7-11=-471/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft, L=30ft, eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); 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 live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rn between the bottom chord and any other members. 7)- Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 2 and 581 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 lb up at 4- 4-0, 77 lb down and 68 lb up at 5-1-14. 77 lb down and 67 lb up at 7-1-14, and 77 lb down and 67 lb up at 9.1-14. and 77 lb down and 67 lb up at 10.8-6 on top chord, and 42 lb down at 4-4-0, 27 lb down at 5-1-14, 27 lb down at 7-1-14. and 27 lb down at 9. 1-14. and 27 lb down at 10-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pU) Vert: 1-3=60, 3-5=-60. 5.6 -60, 6.9=60, 16-19=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Varlry daalpn parameter and READ NOTES ON 1'N/S AND INCLUDED MITEK REFERENCE PAGEMil-7Q.1 rev 10NYl015 BEFORE USE. Design valid lot use only win MlreltO connector. This design is baud only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent colapse weh possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, ace ANSVrPIt Quality Crlterla, OS849 and SCSI Building Component 6904 Paste East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ay Ply Park Sq/Milar-1349-A or C TRAY T12878157 PI349AC-T All SPECIAL t 1 Job Reference foationall Mid-Flonda Lumber, Bartow, FL. E.130 s 5ep 15 2017 nail ex Industries. Inc. lnu San 4 1J:35:3U ZU10 rage 2 ID:S OpRO5wN 14AkYA3UNGXPzr8by-topbrwPhJxgotD9bkReNVb2sw38PX ?kOOWozyll7x LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=57(F) 15=-42(F) 22=37(1`) 23=37(F) 24=37(F) 25=37(F) 27=22(F) 28-22(F) 29=22(F) 30=22(F) 0 WARMNG . Vedly daslpn parameters and READ NOTES ON THIS AND INCLUOEO WTEK REFERENCE PAGE WF7472 nv. 10,O3401S BEFORE USE rr1 Design vabd for use only vndt Mfrek® connectors This design is based only upon parameters sham, and is for an indmdual budding COmpdriefit, net a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design ado the overall building design Bering indicated Is to budding of individual truss Web and/or Gard members only. Additional temporary and permanent bracing RICprevent is always required for stability and to prevent cobapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUMI Quality Criteria, OSB49 and SCSI Building Component 6904 Parlor East Blvd. Safety Information available from Truss Plata Instaine, 21$ N Lee Street, Suite 312. Alexerdne, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY 1 T12878158IP1349AC-T 81 COMMON 4 Job Reference (ontionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:40 2018 Page 1 10:S_OpRO5ws414AkYA3UNGXPzrSby-MrKbhG2gLNBF P 4Aro_ncSNpuKLU3zSllrYtDzyf7n 4.9.4 9.4-0 1340-12 19-0-0 20-0-0 4-94 4-6-12 4$12 5-1-4 1-0-0 Scale a 1.34.9 4x4 = g 4x4 = 5x8 = 04 = 9-4-0 19." Iff 11-4-0 9-0.0 Plate Offsets (X.Y<- 17.0-4-0.0-3-01 LOADING (psf) SPACING- 2-04) CSI. DEFL. to loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 046 Vert(LL) -0.14 7-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.31 7-13 >732 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 5 n/a hire BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 8-2-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=758/0-8-0, 5=822/0-8-0 Max Horz 1=167(LC 10) Max Uplift 1=309(LC 12), 5=377(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1250/675, 2-3=944/524, 3-4=948/510, 4-5=1273/672 BOT CHORD 1-7=-487/1078, 5-7=513/1116 WEBS 3-7-234/559. 4-7-415/322, 2-7-365/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk=150mph (3-second gust) Vasd=116mph; TCOL=4.2psf; BCDL-3.0psf; h=15ft; B-4511t; L=24ft; eave=oft; Cat. II; Exp C, End., GCpi=0.18, MWFRS (directional) and C-C Extedor(2) 0-0-0 to 3-0-0. Interior(1) 3.0-0 to 9-4-0. Exterior(2) 9-" to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 1 and 377 lb uplift at joint S. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ear 0 wARMNG - verify design parameters and READ NO7Es old rHIS AND INCLUDED MI rEK REFERENCE PAGE 1161-7472 rev, ION2Q015 BEFORE USE. Design valid for use only win MTek® connectors. This design Is based only upon parameters shown, and is for an indpAdual building component, not mm a truss system. Before use, the building designer must welly the applicability of design parameters aria property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual Iniss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storaga. delivery, erection and bracing of trusses and tfuss systems, see ANSIRPII Ouslity Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information evadable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Jab Truss Truss Type aty Ply Park Sq/Milan-1349-A or C_TRAY T12878159 P1349AC T 82 HIP 1 1 all I Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:41 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrSby-q1 uzvc216hK6cZZGkY8DKph211juDWYbXyb6PfzylTm 4-5-4 8-" 1D{LO 14-2-12 19-0-0 I20-0-0 4-5.4 4-2-12 4-2-12 4-9-4 Scale = 1.34.9 4x4 = 4x4 = 4x4 = 44 = 4x4 = 30 = 30 = 88-0 1 .0 S." LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ven(LL) -0.13 8-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Ven(CT) -0.29 8-16 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 6 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 89 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.15 cc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-12 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1-758/0.8-0, 6-822/0.8-0 Max Horz 1=157(LC 10) Max Uplift 1-309(LC 12), 6=377(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-1259/722, 2-3-972/578, 3-4-819/564, 4-5=978/564, 5-0=1293/749 BOT CHORD 1-10=537/1086, 8-10=279/819, 6.8=588/1137 WEBS 2-10 =347/319, 3-10=133/256, 4-8=142/301, 5$=410/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=150mph (3•second gust) Vasd=116mph; TCOL-4.2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0. Interior(1) 3-0-0 to 8-841, Exterior(2) 841-0 to 10-". Intenor(1) 14-4-11 to 20-" 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 bads. 5) - This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rut between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 1 and 377 lb uplift at joint 6. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - 104Aly design parameters end READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE AM7473 rn. 101=61S BEFORE USE 7 Oesrgn valid for use only with MtTek® connectors. This design is based only upon parameters shown, and is for an rndrAdual building component, not a truss system. Before use, the budding designer must verity the applrcabday of design parameters and property incorporate this design into the overall buildup design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, area" and bracing of trusses and truss systems, see ANSIMMI Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Ent Blvd. Safety Information evadable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Pane Sq/Milan-1349-A or C_TRAY T12878160 P1349AC-T 83 HIP Oty 1 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:42 2018 Page 1 ID.SOpRO5ws414AkYA3UNGXP2r8by4DSM6y3xt7S2Ej8SIGfStiDetilYyy_OcKfx52yjT 3-5-4 6 8-0 12-0-0 15 2-12 19410 20-" 3.5-4 3.2-12 5 4-0 3-2.12 3 9 4 06 = 4x8 = Scab - 1:33.2 4x4 = 4x4 = 3x8 = 3x4 = 3x4 = 6-8 0 12-" 19." 6410 5-" 74-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 10.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-4: 2x4 SP No.1 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1376/0-8-0, 6=1418/0" Max Harz 1=124(LC 6) Max Uplift 1-523(LC 8). 6-583(LC 8) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.09 8-10 >999 240 MT20 244/190 Ven(CT) -0.19 8-10 >999 180 Horz(CT) 0.07 6 n/a n/a Weight, 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.6-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-25121973. 2-3-2392/924, 3-4=2147/873, 4-5=2447/942, 5-6=2640/1017 BOT CHORD 1-10-764/2169. 8-10=685/2189, 6-8=-815/2331 WEBS 2-10-269/108, 3-10=-08/602, 4-8=93/664, 5-8=306/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; SCDL=3.Opsf, h=15ft; B=45ft; L-24ft, eave=411; Cat. II, Exp C; 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 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.&0 tall by 2-0-0 vide will fit between the bottom Chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 1 and 583 lb uplift at pint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 189 lb down and 204 lb up at 6-8-0, 97 lb down and 106 lb up at 841-12, and 97 lb down and 106 lb up at 9-11-4. and 189 lb down and 204 lb up at 12-0-0 on top chord, and 327 lb down and 97 lb up at 6-8-0. 66 lb down at 8-8-12, and 66 Ili down at 9-114, and 327 lb down and 97 lb up at 11-114 on bottom chord. The design/selection of such Connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Van. 1-3=-60, 3-4=-00, 4-7=-60, 11-14=20 Concentrated Loads (lb) Vert: 3-142(F) 4-142(F) 10=-327(F) 8=327(1`) 18-97(F) 19=97(F) 20=-41(F) 21=41(F) 2 A la Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG - Verify design parsnNfers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a11F7473 rw /dWQ015 BEFORE USE. Design vabd for use only with MTek® connectors This design is based only upon parameters shown, and is nor an indrAdual buildup component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding design. S song indicated is to prevent buckling of mdrAdual truss web anion chord members only. Additional temporary and permanent bracing 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 ANSVrPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate institute. 216 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Ory T12878161 PI349AC-T C1 SPECIAL 1 Ift 1 arXSqiMilan-l349-AorC_TRAY Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:43 2018 Page 1 1D:S_OpRO5w5414AkYA3UNGXPzr8by-mOOkJ142elagrgfszAhPEmvo6ORhJDu_G4CUYz jTk 1.0.1f1-12 4.11.4 1.4-0 0+ 2 4-"2 4x4 = 4x4 3x4 = 3x4 = 1.50 II 4.11.4 8-8.0 11-2-0 4.11.4 1 12 4-&S LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.64 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Except' 5.9: 2x4 SP No.3 WEBS 2x4 SP No.3 OEFL. in (loc) I/deb L/d Vert(LL) 0.04 11-12 >999 240 Vert(CT) -0.0411-12 >999 180 Horz(CT) -0.04 8 n/a n/a SCsla 1/4'-1' PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 640-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling direly applied or 10-" oc bracing. REACTIONS. All bearings 4-6-8 except (jl=length) 12=0-7-4. lb) - Max Horz 12=357(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 12=665(LC 8). 10=1681(LC 7), 8=345(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9, 9 except 12=435(LC 17), 10=794(LC 1). 8=425(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3 =243/543, 3-4=149/528. 4-5=201/541. 5-6=296/293, 2-12=387/607, 6-8=386/362 BOT CHORD 11-12-339/237, 5-10=685/1232 WEBS 5-11-1084/443, 2-11=-468/156 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft, eave=oft; Cat. II; Exp C; End. GCpi=O 18; MWFRS (directional); end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL-1.60 3) na 4) Provide adequate drainage to prevent water ponding. 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 240 wide will rn between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9 except (n=lb) 12=665, 10=1681, 8=345. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 206 lb up at 4-11-4, and 137 lb down and 206 lb up at 6-3-4 on top chord, and 149 lb down and 632 lb up at 4-11-4. and 149 lb down and 647 lb up at 6-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-00, 3-4=60, 4-6=60, 6.7=-60, 10-12-20, 8-9=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARh7NG • Verily design perameranr and READ NOTES ON THIS AND INCLUDED N1TEK REFERENCE PAGE W47473 rev. ifuu*o1s aEFORE usE. Design valid for use only with Urtek® connectors. This design is based only upon parameters shown, and is for an didwidual buildup component, not i a truss system. Before use, the buildup designer must verify the applicability of design parameters and property incorporate this design udo the overall budding design. Bracing indicated is to prevent budding of indrvldwl 1Nss web and/or Chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, am ANSVTPl1 Quality Criteria, OS849 and SCSI Building Component 6004 Pane East 8t d. Safety Information svallable from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY T12878161 P1349AC-T C1 SPECIAL 1 1 Job Reference Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=90(F) 4=90(F) 11=149(F) 13=149(F) 8.130 s 5ep 15 2017 MiTek Industries, Inc. Thu Jan 4 13.35 43 2010 Page 2 10:S OpRO5ws414AkYA3UNGXPzr8by-mOOkJ14ZelagryfszAhPEmvoSORhJ0u_G4CUYzy1'Tk QWARMNG - VerNy, design parsmafant and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE aaF7QJ ray. 101=015 BEFORE USE. Design valid for use only with MrrekO connectors This design is based only upon parameters shown, and is for an individual budding component, not truss system. Before use, the budding designer must venfy the applrcebdity of design parameters and Properly incorporate this design into the overall building design. &sung indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is akrs" required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabnution, storage, delivery. erection and bracing of trusses and truss systems, sea ANSIRPII Quality Criteria, OS841 and BCSI Building Component 6904 Parke East Blvd Safety Information Wadable from This Plate Institute, 218 N. Lee Street, Suaa 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty PlyPark Sq/Milan-1349-A or C_TRAY T72878162 P1349AC-T C2 SPECIAL 1 1 Job Reference loptionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35 44 2018 Page 1 IO:S_OpRO5ws414AkYA3UNGXPzrSby-EcZ6Xe5BOcihT I l rPgiwySJ4YVo00pf 20vpm0_zy1T1 r1412i 4-0-8 M t7 +4 4 11-2-8 it2-3.4, 1412 4-0 8 (1-4-121-4-0 4-11-4 1-0-12 3x4 = 30 i 4x4 6.o0 12 3 4 5 Scale - 1.45.9 Plate Offsets (X Y1- WO-2-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(L-) 0.04 8-9 999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.25 BC 045 Vert(CT) 0.04 8-9 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(CT) 0.04 8 n/a Ills BCDL 10.0 Code FBC2017/TPI2OI4 Matrix -MS Weight: 94 lb FT - 20eb LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP NO.2 'Except' 3-11: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=248/0.3-4, 8=418/0.7-4, 11=729/0-7-4 Max Horz 12=357(1-C 6) Max Uplift 12=325(LC 4), 8-597(LC 8). 11=1345(LC 7) Max Grav 12=442(LC 14), 8=433(LC 18). 11=729(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4-196/474. 4-5=1471464, 5-6=240/473, 2-12=-392/329, 6-8=385/535 BOT CHORD 11-12-261/253, 10-11=-688/1091, 3.10=646/915 WEBS 3-9=737/414, 2-11 =357/373, 6-9=282/153 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=150mph (3-second gust) V8sd=116mph; TCDL=4.2pst, BCDL=3.Opsf; h=15ft; 8=45ft, L-2411, eave=4ft; Cat. 11; Exp C; End., GCpi=0.18, MWFRS (directional); end vertical left and right exposed; porch right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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-" 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 (t=lb) 12=325, 8=597, 11-1345. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 187 lib up at 4-11-4, and 137 lb down and 206 lb up at 6-3-4 on top chord, and 55 lb down and 246 lb up at 4-11-4, and 149 lb down and 632 lb up at 6-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Vert: 1-2=60, 2-4=-00, 4-5=60, 5-6=60, 6-7=60, 11-12-20. 8-10-20 Concentrated Loads (lb) Van: 4=83(F) 5=90(F) 9=149(F) 13=54(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE aI1-7475 rev. IMMO1S BEFORE USE. Design valid for use only with Mrrek® connectors. This design is teased only upon parameters shorn, and is for an individual budding componera, not a truss system. Before use, the budding designer must veiny the applicability of design parameters and property incorporate this design into the overall building design. Sradng indicated is to preivem buftng of individual truss web and/or 04M members only. Additional temporary and permanent braung is always reputred for stability and to prevent collapse with possible personal injury and property damage. For general guldanee regarding the fabrication. storage, delivery, erection and braang of trusses and truss systems, sea ANSVrPli Quality Criteria, OSSAS and SCSI Building Component 6204 Parke East Shod Safety Information available from Tutu Pine Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY 1 T12878163 P1349AC-T CJ1 JACK 10 1 Job Reference (optionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:45 2018 Page t ID:S_OpRO5ws414AkYA3UNGXPzr8byio7Uk_6pg"Y58tl zOD9UhXBvF09M83SZZJYOzylTi Scab = 1.7.0 2x4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 Tc 0.10 Ven(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 002 Ven(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight 5lb FT = 204A LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-8-0, 4=O/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=6(11-C 9). 2=113(LC 12) Max Grav 3=12(LC 17), 2=130(LC 1). 4=16(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 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 nonconcurrem 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-" 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 (jt=lb) 2=113. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNG • V&W dasign paramara t and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE MI.7473 rev. lmW4015 BEFORE USE. aiiiiiial Design valid for use only, win MTe1c® connectors. This design is based ony upon parameters shown, and is for an iMrvidual budding Component, net a truss system. Before use, the budding designer must veiny the aplikAtAdy, of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or Chord members only. Additional temporary and permanent bracing is always required for stability and to prevem 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 ANSIRPII Quality Criteria, OSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-I349-A or C_TRAY T12878164 P1349AC-T CJ3 JACK 8 1 Job Reference lontionall Mid-Flonda Lumber, WnOW. FL. e.13u s Sep l0 2U1 / MI I eK lnausmes. Inc. 1 nu Jan 4 t J JJ 4b zuta rage 1 ID:S_OpRO5ws4l4AkYA3UNGXPzrSby-B?hsyJ6Rw0yOiKSEX5kOl tOViJZMupvKgDlt4 szylTh t-0-0 3-0-0 1 0 Seale: I "= V 2x4 = 3-" LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Ven(CT) -0.01 4-7 >999 180 SCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(CT) -0.00 3 We n/a BCOL 10.0 Code FBC2017frPI2014 Matnx-MP Weight: 11 Ile FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oe bracing. REACTIONS. (lb/sae) 3=71/Mechanical, 2=188/044, 4=36/Mechanical Max Horz 2=105(LC 12) Max Uplift 3=52(LC 12), 2=107(1_C 12), 4-1 (LC 9) Max Grav 3=77(LC 17), 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: Vuh=150mph (3-second gust) Vasd=116mph; TCDL-4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11, Exp C; End., GCpi=0.18: MWFRS (directional) and C-C Exlenor(2) -1-0.0 to 24)-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 psi bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live bad 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 Ile uplift at joint(s) 3, 4 except (jt=lb) 2=107. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARMING - Vitrify design pommelus and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE I111-7472 ray. 1010=61S BEFORE USE. Design valid for use only With MTekS connector$ This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chard members only. Additional temporary and pemianem bracing a always requved for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing at trusses and wss systems, Sea ANSI TP11 Quality Criteria, OSS 49 and SCSI Budding Component SSW Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lea Street, Suite 312, Nexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq/Milan-1349-A or C TRAY T12878165 P1349AGT CJ3A JACK 7 1 b all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:47 2018 Page 1 ID.S apRO5ws414AkYA3UNGXPzrSby-fBFF9f73hX4FK0005pfda4wc3jvAdE4Uvt2OdJzyjTg I 12 2-11-4 1 12 2-114 1=4 it UA = 2-114 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 SC 0.13 Vert(CT) 0.01 5-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP 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=19810-8-0, 3=66/Mechanical, 4-27/Mechanical Max Horz 6=229(LC 12) Max Uplift 6=41(1-C 8). 3=47(LC 12), 4-186(LC 12) Max Grav 6=198(LC 1), 3=74(LC 17), 4=135(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6-280/164 WEBS 2-5=-2471449 Scale a 1.27.6 PLATES GRIP MT20 244/190 Weight: 21 lb FT - 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=4511; L=2411; eave=oft; Cat. II; Exp C; End. GCpi=0.18, MVVFRS (directional) and C-C Exterior(2)-1-0.12 to 1-11-4. Interior(1) 1-11-4 to 2-10-8 zone; end vertical left exposed;C-C for members and forces 8 MVuFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal 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 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 Ili uplift at loint(s) 6, 3 except (it=lb) 4=186. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Vitrilydattig. parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERENCE PAGE 1A/F7473 rev 104=615 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the budding designer must verify the applicab6ity, of design parameters and property incorporste this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord member only. Additional temporary and Ilennanent brsNtq is alvrays required for sub9ny and to prevent uWpse with possible personal injury and pill"ity, damage. For general guidance regarding the tatintation, storage. delivery, erection and bracing of trusses and truss systems, we ANSITPI7 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 216 N. Lee Street. Sues 312, Alexandria. VA 22314. Tampa, FL 36610 b Truss Truss Type Ply Park Sq/Milan-I349-A or C_TRAY 10ty T12878166 349AC-TrP1 CJ3B JACK 1 1 Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13.35:48 2018 Page 1 1 D:S_OpRO5ws414AkYA3UNGXPzrSby-7NpdN78hSrC6yebee Wms61Tel7 DOMfod8Xnz91zyl7f 1-0-12 2-11-4 140-12 2.11-4 e.00 t2 Scale - 137.9 6 4 t.5n4 11 axe = 2-11.4 LOADING (psf) TCLL 20.0 TCDL 10.0 SCLL 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 0.87 8C 0.25 WB 0.31 Matrix -MP DEFL. in Vert(LL) -001 Ven( CT) -0.01 Horz( CT) -0.03 loc) I/deb Ud 5- 6 >999 240 5- 6 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-15 cc bracing REACTIONS. ( lb/size) 6-198/0-3-4, 3=66/Mechanical, 4=27/Mechanieal Max Hors 6=307(LC 12) Max Uplift 6=146(LC 10). 3=-47(LC 12), 4=383(LC 12) Max Grav 6=263(LC 12). 3=74(LC 17). 4=284(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=504/308 BOT CHORD 5-6=343/213 WEBS 2-5=487f786 NOTES- 1) Wind: ASCE 7-10; Vuft-150mph (3-second gust) Vasd=116mph; TCDL-4.2psh BCDL=3.Opsf, h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11, Exp C. End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-12 to 1-114, Interior(1) 1-114 to 2-10-8 zone; end vertical left exposed,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 bad 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 except at=lb) 6= 146,4-383. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMING . Verily design parameters and READ NOTES ON THIS AND INCLUDED afITEK REFERENCE PAGE 11/11.7Q2 rw. 1"3,2015 BEFORE USE. Design valid for use only with Uffelitb connectors This design U bused only upon parameters shown, and is for an movAdual building component. net a truss system. Before use, the building designer must venfy the appliuWlay of design parameters and property incorporate this design oeo the overall budding design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent braarg rs always required for stability and to prevem collapse web possible personal injury and property damage. For genets giedarica regarding the Is fabrication, storage, delivery, erection and btaang of trusses and truss systems, see ANSVIPII Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East Bhd Safety Information available from Truss Plata Insteule, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878167 P1349AC-T CJ3T SPECIAL 2 1 o ' all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 4 13.35.48 2018 Page 1 ID:S_OpR05ws414AkYA3UNGXPzr8by-7 NpdN78hSrC6yebceV*ns61Tgy7EXMj Pd8Xnz91zylTf 1-0-0 2-7-8 3-" 1-0-0 2-7-8 0-4-8 2x4 = 2-7-8 3-0-0 3)•0.1314.5- Scale. V-VTOENAILS LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udall Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.13 Ven(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Ven(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR Weight: 13lb FT = 206A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-" oc purlins. BOT CHORD 2x4 SP No.2 'Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3.7: 2x4 SP No.3 REACTIONS. (lb/size) 2=189/0.8-0, 5=118/Mechanical Max Horz 2-117(LC 12) Max Uplift 2-103(LC 12), 5=76(LC 12) Max Grav 2=189(LC 1). 5=121(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult-1SOmph (3-second gust) Vasd=I16mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=2411; eave=4ft, Cat. II, Exp C; End., GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-5. Interior(1) 2-2-5 to 3-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (p=lb) 2=103. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify dWpn Parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE NIF7172 rev. 144J/20/5 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the buildmg designer must verity the applicability of design parameters and property incorporate this design into the overall building desigcki n. Bracing indicated ra to prevent bung of mtruss ss weband/or chord members only. Additional temporary and permanent bracing ra aways 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 ANSITP11 Quality Crnerla, OSS41 and BCSI Building Component 6904 Parke Fast 81W. Safety Information &" liable from Truss Plate InstaNe, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Sq/Mllan-1349-A or C_TRAY T12876168lJobP1349AGTTCJ4JACK11 Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35 49 2018 Page 1 1 D:S_0pRO5ws414AkYA3UNGXPzr8by-beN7aL9KD8KzaoApCEH5NOw7WX75AfnMBXXhBzyiTe 4.8-0 4.84 Stale - 1.17.1 30 = S.O.B LOADING (psf) SPACING- 2-0.0 CS1. OEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 004 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Ven(CT) -0.05 3.6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 15 lb FT is 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 441-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 1=184/O4l-O, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=109(LC 12) Max Uplift 1=-43(LC 12), 2=100(LC 12), 3=-8(LC 12) Max Grav 1=184(LC 1). 2=134(LC 17), 3=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10, Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45f1; L=24f1; eave=4ft, Cat. 11; Exp C. End., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) 0-0-0 to 3.0.0. Interior(1) 3-0-0 to 4-7-4 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 psf bottom chord live load nonconourrem 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) 1, 2, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE W;.7473 rev. 1400W015 BEFORE USE. Design valid for use only with MTek® 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 verily the appWAliday, of design parameters and properly Incit"rete this design unit the overall building design Bracing Indicated Is to prevent buc ing of individual truss web and/or chord members only. Additional temporary and permanent bracing is &Ways required far stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the No fabrication, storage, delivery, erection and tracing of trusses grid truss systems, see ANSVTPII Quality Criteria, OSS419 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instaute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY T12878169 P1349AC-T CJS JACK 5 1 eall Mid -Florida Lumber, Bartow, FL. B.13O s Sep 15 zol7 MI lek Industries, inc. inu Jan 4 13:33'50 zUIB Page 1 I D.S_OpRO5ws414AkYA3UNGXPzr8by-3mxNnh9y_SSgByl7mxoKBY5nwt2gduwbrG4Dez'ATd 1-0.0 5-0-0 30 = LOADING (psi) SPACING- 2 0 0 CSI. DEFL. in loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1,25 Tc 043 Vert(LL) 0.06 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 988 ISO BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-8-0, 4=64/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=98(LC 12). 2=122(LC 12), 4=5(LC 12) Max Grav 3=138(LC 17). 2-264(LC 1). 4-91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:17.9 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Wind ASCE 7-10: Vutt=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=24tt; eave=4tt; Cat. II; Exp C; End., 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 gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live beds. 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 vide 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 pt=lb) 2=122. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • V,rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI.7473 rev 10N212015 BEFORE USE. Design valid for use only who MRek® connectors. This design is baud only upon parameters shown. and is for an individual building component, not a truss system. Before use. the budding designer must verity the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent twcquig of individual truss web and/or chard members only Additional temporary and permanent bracing rs 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 ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Perks East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type pry Ply Park Sq/Milan-1349•A or C TRAY T12878170 P1349AGT CJSTruss SPECIAL 2 1 Job Reference ' a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:51 2018 Page 1 ID'S_OpRO5ws414AkYA3UNGXPzrSby-XyUl71 Aalmahp6KSK02kw5FhKDLZ484gVOdm4zVITc t-0-0 2.7-8 544 1-0-0 2-7.8 24" 2x4 = 2.741 544 2-7-8 24-8 LOADING (psi) SPACING- 2-0 0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.10 6 577 240 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.10 6 597 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 005 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 'Except• 3. 7: 2x4 SP No.3 REACTIONS. ( lb/size) 4=114/Mechanical, 2-267/0.8-0. 5=81/Mechanical Max Horz 2=152(LC 12) Max Uplift 4-77(LC 12), 2=122(LC 12). 5=25(LC 12) Max Grav 4=122(LC 17), 2=267(LC 1). 5=88(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.17.0 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10, Vuft=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=2411; eave=oft; Cat. II; Exp C; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Intenor(1) 2.0-0 to 4-11-4 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 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) 4, 5 except pt=lb) 2= 122. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNG • VerNy design para/1Nr4x3 and READ NOTES ON THIS AND INCLUDED Nn'EK REFERENCE PAGE N674711ray. f0a12/2015 BEFORE USE. Design valid for use only with MTek® canneaon This design is based ony upon parameters shown, and is for an individual budding component, not a truss system Set" use, the building designer must verity the applicability of design parameters and property incorporate this design utto the overall budding design Bracing indicated is to prevent buckling of milmdual truss web and/or chord members only Additional temporary and permanent braomg 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 braurig of trusses and truss systems, ace ANStrrPl1 Quality Criteria, OSBAS and SCSI Building Component 6904 Parke Fast 9h4. Safety Information available from Truss Plate Instaute, 218 N. Lee Street, Suite 312. Alexarldna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq/Milan-1349-A or C TRAY IPty T12878171 P1349AC-T CJA JACK 7 1 do all Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:51 2018 Page 1 ID:S OpR05ws4l4AkYA3UNGXPzr8by-XyUI?tAalmahp6KBK1KZkw58PKCGZ484qV0dm4zylTc 0-12 0.11-4 1.012 0.11-4 Soo 12 Scale = 1:22.7 5x6 MT20HS 11 o'4 I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Verl(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Veft(CT) -0.00 4-5 >999 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FSC2017/rP12014 Matnx-MR Weight: 9 lb FT = 204A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verlicals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 5=160/041-0, 3=27/Mechanical, 4=2/Mechanical Max Horz 5=183(LC 12) Max Uplift 5=235(LC 10), 3=158(LC 12), 4-278(LC 12) Max Grav 5-333(LC 12), 3=107(LC 10), 4=204(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vuh=150mph (3-second gust) Vasd=116mph; TCOL-4 2pst, BCDL=3.Opsf,, h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces 6 MVVFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 5=235, 3=158, 4=278. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNO • V dfy daargn paramafara and READ NOTES ON THIS AND INCLUDED WYEK REFERENCE PACE 6111-7473 rev. 100111MO1S BEFORE USE. Design valid for use only with MTek® connectors. This design is baud only upon parameters shown, and is for an individual budding component, not a units system. Before tau, the building designer must veiny the applicability of design parameters and properly mcit (ale this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bnang is always required for stability and to prevent Collapu with possible personal injury and property damage For general guidance regarding the Is fabrication. storage. delivery. erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Infoniiation available from Truss Plate Inslaine, 218 N. Lee Street, Suite 312. Mexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C TRAY T12878172IPI349AC•T CJB JACK 1 1 Job Reference (optionall Mid-Flonda Lumber, Bartow, FL. LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 'Except' 4-6: 2x4 SP No.3 REACTIONS. lb/size) 5=159/0.3-4, 3=33/Mechanical, 4=7/Mechantcal Max Horz 5=107(LC 11) Max Uplift 5=76(1-C 8), 3=33(LC 1), 4-369(LC 11) Max Grav 5=368(LC 11), 3=57(LC 12), 4=14(LC 3) 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35 52 2018 Page 1 ID:S_OpRO5w5414AkYA3UNGXPzr8by-7927CN BCW3iYRFvNtMroG8eO6kd71V7D391BMhylTb 1.0- 11---f t.o-t2 0.1t4 6. 00 12 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-361/78, 2-6=152/267 WEBS 4-6=169/489 Scale = 133.2 1. 5k4 II DEFL. in (loc) I/defl Ud PLATES GRIP Ven( LL) -0.00 5 >999 240 MT20 244/190 Vert( CT) -0.00 5 >999 180 Horz( CT) -0.29 3 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opst. h=15R; B-4511; L=24f1; eave=4ft; Cat. II, Exp C; End., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed,C-C for members and forces S 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 rd 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) 5, 3 except (t=lb) 4= 369. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNINO • Verify _r Q ry dea/gn parsrMrars and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAOE a1d 7Q.1 rsv. /ttM3/SOIS BEFORE USE. Design valid for use only with UrTe tO Connectors This design is based only upon perametem shown, and is for an rrrdnadum budding componem, not a truss system. Before use, the budding designer must veiny the apphubdny of design parameters and properly incorporate this design into the overall budding design. Bracing indicted is to prevent budding of indr actual truss Web grittier chord members Only. Additional temporary and permanent bracing is always required lar stability and to prevent collapse with posalble personal rnlury and property damage. For general guidance regarding the tabors nitm. Storage, delrvary, erection and bracing of trusses and truss systems, as ANSV1P11 Quality Criteria, OSS42 and SCSI Building Component 6904 Parke East 8WE. Safety Information available from Truss Pima Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 b Truss Truss Type Oy Py Park Sq/Milan-1349-A or C_TRAY rP1 T12878173 349AC T FT1 SPECIAL 1 n all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:53 2018 Page 1 I D:S_OpROSwy114AkYA3UNGXPzr8by-ULcWOjCgHNgP2PUaR3M 1 pLAe 18sM 1 twMHpVkgyzyjTs 3-9.8 7-5 4 11-2-12 3-9-8 3.7-12 3.9-8 Scala = 1:19.1 1 4x4 = 2 3x4 = 3 3x4 13 1.Sx4 II 4 15 18 7 17 is 6 19 20 4x4 = 3x4 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.04 6-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Ven(CT) 0.07 6-7 999 180 SCLL 0.0 ' Rep Stress Inv NO WB 0.49 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=1531/0-84, 5=1619/0.3-0 Max Uplift 8=633(LC 4), 5=604(LC 5) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=1457/624. 1-2=2445/975. 2-3-2487/963 BOT CHORD 6-7=975/2445, 5-6=963/2487 WEBS 1-7=1030/2595, 2-7=808/416, 3-6=61/424, 3-5=2637/1025 3x4 = 2 PLATES GRIP MT20 244/190 Weight: 116 lb FT = 20% Structural wood sheathing direly applied or 640-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 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 bads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=lSOmph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft, Cat. 11; Exp C; End., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8.633, 5=604. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 82 lb up at 8-1-7, 155 lb down and 71 lb up at 10-1-7. 271 lb down and 125 lb up at S.", 271 lb down and 126 lb up at 6-2-8, and 333 lb down and 154 lb up at 1-1-0, and 198 lb down and 92 lb up at 3-1-0 on top chord, and 22 lb down and 12 lb up at 1-1-2, 116 lb down and 41 lb up at 3-1-2. 182 lb down and 53 lb up at 5-1-2, 182 lb down and 53 lb up at 7-1-2, and 182 lb down and 53 lb up at 9-1-2, and 187 lb down and 47 lb up at 10-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increaseal.25 Uniform Loads (ptf) Vert: 1-4-60, 5-8=-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Verily oonly with parameters and READ NOTES is THIS AND INCLUDED meters REFERENCE PAGE Mividual rail. 16001,2611Scomponent, BEFORE USE. Design valid for use Only with MiTlk®connea0rs. This design b bated Only, upon parameters ih0xm, and is la an individual build" eomponem, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Braang indicated is to ""in buclif" of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Iabnt:mion, storage, delivery, eraaon and bracing of trusses and truss systems, a" ANSVrPI1 Quality Criteria. OSS-99 and SCSI Building Component 6904 Parke Past Blvd Safety Information available from Truss Pima Insmute, 218 N. Lee Street, Suite 312, Nexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq/Milen-134&A or C TRAY T12878173 P1349AC-T FT1 SPECIAL 1 Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek IndusirieS. Inc Thu Jan 4 13:35:53 2018 Pape 2 IO:S__OpRO5ws4t4AkYA3UNGXPzr8by-ULeWajCgHNgP2PUaR3M1pLAe18sM1twMHpVkgyr jTa LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9-333 10-198 11-271 12-271 13-178 14=155 15=22(8) 16=116(B) 17=182(13) 18=182(B) 19=182(B) 20=187(B) r Q wARmw • Vadly deslpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110IF747S ray. I&WMIS BEFORE USE. Oes on valid for use only WM Mrrekib connectors. This design is baud only upon parameters sham, and is for an individual building component, net a truss system Before use. the Wilding designer must vent' the applicability of design parameters and property incorporate this design into this overall Wilding design. Bracing indicated is to prevent Welding of individual truss Web Motor chord members only. Additional temporary and pennanenl bracing is always required for stability and to prevent cosopu with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Ifuases and truss systems, ace ANStrrPlt Quality Criteria, DSM9 and SCSI Building Component 69W Parke East Bid. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suda 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878174 P1349AGT J4 JACK 4 1 Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:54 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzrSby-yXAud2DS2hyGgZ3m7ntGm4pcXFBmRuVAWEINPzyfQ 4315 4-3.15 Scale - 1,15.4 2x4 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.29 Ven(CT) -0.04 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 1=171/Mechanical, 2=112/Mechanical, 3=59/Mechanical Max Horz 1=101(LC 12) Max Uplift 1=44(LC 12). 2>-87(LC 12), 3=9(LC 12) Max Grav 1=171(LC 1), 2=121(LC 17). 3=79(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10. Vuft=150mph (3-second gust) Vesd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3.0-0, Interior(1) 3.0-0 to 4-3-3 zone;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell 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) 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) 1, 2, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNG • Verify design parameters and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE 114111-7173 raw. 1dMJQd15 BEFORE USE. Design valid for use only with MrrakO connectors. This design is based only upon parameters shown, and is for an individual building component, not a tons "am. 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 prevem budding of individual truss web andlor chord member only. Additional temporary and permanent bracing is always requiredfor stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the Is fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/1PI7 Quality CrbeAa, OSS49 and BCSI Building Component 6904 Parke Fast BIW Safety Information available tram Truss Plate Institute. 218 N Lee Street, Suite 312, Alexsndna, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T12878175 P1349AGT JS JACK 4 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:55 2018 Page 1 ID:S_OpR05ws414AkYA3UNGXPzr8by-0jkGrOD4p 471jey2UOVumGvMxbkVs2Q7_r4xATY 1-0"2 4-11.4 1412 4.11.4 Scab.3m-v 3x4 = SEC 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 Ina YES Code FBC20171TP12014 CSI. TC 0.57 BC 0.27 WB 0.13 Matrix -MP OEFL. in Ven(LL) -0.03 Vert(CT) -0.06 Horz(CT) -0.01 loc) Well Ud 5-6 >999 240 5-6 >946 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 30lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=271/0-8-0, 3=133/Mechanical, 4=47/Mechanical Max Horz 6=277(LC 12) Max Uplift 6=32(LC 8). 3=107(LC 12). 4=129(LC 12) Max Grav 6=271(LC 1). 3=145(LC 17), 4=120(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=339/188 WEBS 2-5=229/414 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf,, BCDL-3.Opsf; h=15f1; B=45ft, L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1.0-12 to 1-11-4, Intenor(1) 1-11-4 to 4-10-8 zone; end vertical left exposed;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 nonconcufrem 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 rn 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) 6 except (P=lb) 3=107.4-129. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG • Verify design paramatars and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE a1.7473 rev. 1601=615 BEFORE USE. Design vabd for use only with MTeklb connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buildup designer must vent' the applicability of design parameters and property incorporate this desgn ado the overall building design Bracing indicated is to prevard budding of mdrodual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stood" and to prevent collapse On possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and sou systems, see ANSVTPII OiraOty Criteria, OSS49 and SCSI Building Component 6904 Pam, Fast Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq/Milan-l349-A or C TRAY T12878176 P1349AC-T J7 JACK 9 1 all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13.35:56 2018 Page 1 ID,S_OpRO5ws414AkYA3UNGXPzrOby-uwle2kEialC_vtD96CvkR_oOHLseELOpzniORHzATX t 43-0 7-0.0 t-0-0 7-0-0 3x4 = Scale = 1.231 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.17 4-7 >488 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-MP Weight: 24 Ill FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/04W. 4=90/Mechanical Max Horz 2=200(LC 12) Max Uplift 3=142(LC 12). 2=141(LC 12), 4=-8(LC 12) Max Grav 3=198(LC 17), 2=342(LC 1). 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vuh-150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15fi; B=45ft, L=24ft, eave=4h: Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-" to 2-0-0, Intenor(1) 2-0-0 to 6.11-4 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=142. 2-141 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNINO • Ved desl n _1rypp.ameters end READ NOTES ON THIS AND INCLUDED aRTEK REFERENCE PAGE aa47n3 rev. 10iWrlOfS BEFORE USE. Design valid for use only with MiTek® connectors This design is baud only 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 property incorporate this design 040 the overall building design. Bracing indicated is to prevent building of individual true Web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse won possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, tee ANSIrMl Quality Criteria. OSBd9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institute, 21a N Lee Street, Suite 312. Nexandns. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq/Mdan-1349-A or C TRAY 1 T12878177 P1349AC-T VT SPECIAL 4 Jot) a Mid -Florida Lumber, Bartow, FL. Irl 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:57 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-M6sOG4FLLeLrX1 nLgvOzzBLBJl8tzodyCRTyzkzylTW 1-0-0 2-7-8 744 1 0-0 2.7.8 4441 Scale = 1:23.1 30 = 3x4 II 2-7-0 7-0-0 7.7A 4!A LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 086 TCDL 10.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-7: 2x4 SP No.3 REACTIONS. (lb/size) 4=169/Mechanical, 2=346/0-". 5=107/Mechanical Max Horz 2=200(LC 12) Max Uplift 4=121(LC 12), 2=140(LC 12), 5-28(LC 12) Max Grav 4=182(LC 17), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. OEFL. in (loc) I/deft Lid PLATES GRIP Vert(L-) 0.27 6 >311 240 MT20 244/190 Vert(CT) -0.32 6 >258 180 Horz(CT) 0.16 5 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORO Structural wood sheathing directly applied or 3-9-12 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oo bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -14)-0 to 2-0-0. Interior(1) 240.0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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-" 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 Ib uplift at joint(s) 5 except (jt=lb) 4=121, 2=140. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verily design parsmefars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7471 rov, 111414015 BEFORE USE. Design valid for use only with MTelt® connectors. This design is based only upon parameters shown, and is for an irdr adual bu9dmg Component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the it"na9 building design. 8 Ong indicated is to prevent budding of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required far 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 ANSIRPIt Quality Criteria, OSS4 2 and SCSI Building Component 6904 Parke East Sled. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878178 P1349AC-T KJS JACK 3 1 o all Mid-+londa Lumber, eanow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13 35:59 2018 Page 1 10:S OpR05ws414AkYA3UNGXPzrSby-IVzngmGbsDbYmK,*oKTR3CObaYtWRfsFgy32czyITU 1 6 0 3-5-8 8-11-1 t 6-0 3.5-e 3.5-9 8 5 3x6 11 30 = 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 Rep Stress Incr NO W8 0.21 BCDL 10.0 Code FBC20171TP12014 Matrix -MP DEFL. in (loc) I/deb L/d I PLATES GRIP Ven(LL) 0.05 7-8 >999 240 MT20 244/190 Vert(CT) 0.05 7-8 >999 180 Horz(CT) -0.01 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/sae) 8=315/0.11-0, 4=90/Mechanical, 5=150/Mechanical Max Hor2 8=275(LC 8) Max Uplift 8=832(1-C 4). 4-52(LC 8), 5=534(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=294/610, 2-3=127/426 BOT CHORD 6-7=417/99 WEBS 2-7=-505/136. 3-7=447/103, 3.6=1671704 Scale - 1.33 9 Weight: 48 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puritns, except end verticals. Rigid ceiling directly applied or 8-5-7 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf: BCDL=3.Opsf, h-15ft: 8=45ft; L=24ft; eave=4ft, Cat. II; Exp C, End., GCpi=0.18; MWFRS (directional); end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 fat between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (it=lb) 8=832,5=534. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb up at 1-5.12, 217 Ib up at 1-5.12, and 81 Ib up at 4-3-11, and 81 Ile up at 4-3-11 on top chord, and 255 Ib up at 1-5.12, 255 Ib up at 1-5-12, and 178 Ib up at 4-3-11. and 178 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pIf) Vert:1-2=60, 2-4=-60, 5-8-20 Concentrated Loads (lb) Vert 9=75(F=37, B=37) 11=5(F=3, 8=3) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNG - VaAry daslgn parameters and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11110-7473 rw. 1d03rl0/3 BEFORE USE. Design valid for use only with MTek® connectors. TW design is bused only upon panimeters shown, and is for an individual building eomponem, not a truss system Before use, the building designer must veiny the applicability,of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buekling of individual truss web andlor nand members only. Additional temporary and permanent braurp 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 ANSVTPH Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Instituie, 218 N. Lee Street Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Park Sq/Mllan-1349-A or C_TRAY IPly, T12878179 P1349AC-T K,15A SPECIAL 1 1 Job Reference loationall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 4 13:36:00 2018 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrSby-mhX9t16HDdXjPOUWvL2_gbgzhYyHrA6rOuPhca2zylTT t$t2 3.3.9 6.3.9 11- 16-t2 3.39 341 %7 1.Sx4 II 3x4 = 3x4 = LOADING (pso SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TIC0.92 TCDL 10.0 Lumber DOL 1.25 BC 0.34 BOLL 0.0 Rep Stress Ina NO W8 0.16 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP DEFL. in (loc) I/deb Ud PLATES Ven(LL) 0.03 10-11 >999 240 MT20 Vert(CT) 0.03 10-11 >999 180 Horz(CT) -0.12 9 n/a n/a Weight: 74 lb Scala - 1.42.7 GRIP 244/190 FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 7-9: 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.04) oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 OTHERS 2x6 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 9=0-10.4, 13=0-4-10. lb) - Max Harz 13=231(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 4 except 5=-158(LC 8), 9=318(LC 8). 13-744(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, S. 9 except 13=302(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 8-10=254/52, 3.6=99/350, 8-9-74/265, 2-13=301/747 NOTES- 1) Wind: ASCE 7-10: Vufl=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should vent' capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=158, 9=318, 13=744. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb up at 1-4-1 S. 168 lb up at 1-4-15, and 63Ib up at 4-2.15, and 41 lb up at 4-2-15 on top chord, and 255 lb up at 1-4-1 S. 142 lb up at 1-4-15, and 178 lb up at 4-2-15, and 144 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p") Vert: 1-2=60, 2-4=60. 9-11-20, 5-7-20 Concentrated Loads (lb) Vert: 14=75(F=37. B=38) 16=5(F=3, 8=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING . Veft daalpn parametars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101.7473 rev. 10a3r3015 BEFORE USE. Design valid for use only with Mifelt® connectors This design is based onty upon parameters sham, and is for an indnidual budding component, not a truss system. Before use, the building designer must vent' the applKabdity of design parameters and properly incorporate this design into the overall building design. Bracing rnd"ed IS to prevent buckbng of individual truss Web and/or Uiond members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fatif"On, storage. delivery, erection and braong of trusses and truss systems, nee ANSI/rPlt Quality Ci terra, OSB49 and SCSI Building Component 6904 Parke East BNd. Safety Intormation evadable from Tutu Plate Institute, 216 N Lee Straw. Sune 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply I ParkSq/Milan-1349-Aorc_TRAY T12878180 P1349AC-T KJ6 JACK 1 Job Reference (optionall Mid -Honda Lumber, tlart0w, FL. U.130 s bep 15 2017 MiTek Industries. Inc. Thu Jan 4 13:36:01 2018 Page 1 10:S_OpRO5ws414AkYA3UNGXPzr8by-Ft5X5SIrOgrGOe56AVv8114 W MbOvbdY73R96VzMTS 5.11.11 8-11-11 2x4 = 0.1-0 Scale - 1 15 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.08 34 876 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.45 Vert(CT) 0.14 3-6 511 180 BCLL 0.0 ' Rep Stress Incr NO W8 0.00 Horz(CT) 0.01 1 n/a file BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 18 Ill FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 SOT CHORD REACTIONS. (lb/size) 1=243/0-11-0, 2=159/Mechanical, 3=87/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=84(LC 8), 2=109(1-C 8), 3=9(LC 8) Max Grav 1=243(LC 1), 2=159(LC 1). 3=111(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, 8=45ft; L-24111; eave=oft; Cat. II; Exp C. End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcuTent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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, 3 except (jt=1b) 2=109. 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 1-5-15, 3 lb down and 15 Ill, up at 1-6-1, and 3 lb doom and 44 lb up at 4-3-14, and 3 Ill down and 47 lb up at 4-4-0 on top chord, and 2 Ib up at 1-5.15, 61b down and 7 Ib up at 1-6-1, and 5 Ib down at 4-3-14, and 7 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads 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: 1-2=60, 3-4-20 Concentrated Loads (lb) Vert: 9=-4(F-6, 8=2) 10=12(F=7, 8=5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG - Verily design grartrarara and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE I11P7173 rev. fOApQOfS BEFORE USE. Design valid for use only with MTeM connectors. This design is baud only upon parameters shown, and is for an individual building component, nW a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly, incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is "Ways 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 ANSITPH Quality Criteria, OSa49 and SCSI Building Component 69W Parke East Blvd Safety Information available from Truss Plate Institute, 21 a N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Py Park Sq/Milan-1349-A or C_TRAY T12878181 P1349AC•T KJ7 JACK 3 1 e MWFlonda Lumber, Bartow, FL. Is. 13U s bep a zul / nail eK inaustnes, Inc. f nu .Ian 4 13:36:UZ ZUIU rage 1 IDS OpRO5ws414AkYA36NGXPZfSby- 4fvJWT98z7dogITS08gF2AVmytezDhMjAlba ITR 1-5-0 5.2.5 9.10.13 15.0 5-25 4.8.7 Seale = 122.7 2x4 = 1.50 It 5 25 9.10-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCOL 10.0 Lumber DOL 1.25 SC 0.43 SCLL 0.0 - Rep Stress Incr NO WB 0.36 BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP N0.2 WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=510/0-11-5, 5=328/Mechanical Max Horz 2=200(LC 8) Max Uplift 4=98(LC 8), 2-240(LC 8). 5=115(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=775/220 BOT CHORD 2-7=3221708, 6-7=322/708 WEBS 3-7-0/275.3-6=769/349 DEFL. in (loc) I/deft Ud Vert(LL) -0.03 6-7 >999 240 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a 3x4 = PLATES GRIP MT20 244/190 Weight, 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. NOTES- 1) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psh BCDL=3.Opsf, h=15ft; 8=45ft; L-24ft; eave=off; Cat. II; Exp C; End., 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (t=lb) 2=240, 5=115. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11111 up at 1-6-12, 3 Ile down and 11 Ile up at 1-6-12, 3 lb down and 44 lb up at 4-4-12. 3 lb down and 44 lb up at 4-4-12. and 27 Ile down and 77 lb up at 7-2-11. and 27 Ile down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 Ile up at 1-r12, 5 lb down at 4-4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11. and 20 lb down at 7-2-11 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 bad( (8). m LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert. 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert 13 =53(F=27, B=27) 14=4(F=2, 8=2) 15=10(F=5, B=-5) 16=-35(F-17, B-17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Veft design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114111.7473 raw. I&IMOIS BEFORE USE. Design valid for use only with MiTehk® connectors This design is baud only upon parameters shown, and is for an individual budding component, not a miss System. Before use, the building designer must verity the applkeabdiry, Of design parameters and property irtearporMe this design duo the overall budding design. among indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing is always r"wred for stability and to prevent Collapse with possible personal Inprry and property damage. For general guidance regarding the - fabncation, storage, delivery, erection and bracing of trusses and Irvin systems, see ANSVIPII Quality Criteria, OSBA9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute. 216 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oy Ply Park Sq/Mdan-1349-A or C TRAY Tt2878182 P1349AC-T KJ7T SPECIAL 1 1 eall MIG-1-10ri0a Lumber, throw, FL. 8.130 s 5ep 15 2017 MTek Industries, Inc. Thus Jan 4 13 36:04 2018 Page 1 ID:IUEL2vgrkv4uEJUYC2jFzkFng-fSngkTKkhlDrtSghat2cmg8O1 ZWo6ug_plfpigzyj7P 1. 5-0 3-2-2 6-4-11 9-10-13 1. 5.0 3.2-2 3-2-9 3-6-2 Stale = 121.3 4x4 = 3x4 u 3. 2-2 3- 2-2 6- 4-11 3. 2.9 9. 10-13 36. 2 Plate Offsets (X.YI- 12.0.4-3.Eddel. 13:0-0.8.0-2-11 LOADING ( pso SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.30 3-8 >395 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.92 Ven(CT) -0.47 3-8 >253 180 BCLL 0.0 Rep Stress Ina NO WB 0.30 Horz(CT) 0.18 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc puffins. SOT CHORD 2x4 SP No.2 'Except' SOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. 3- 9: 2x4 SP No.3, 3.6: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=70/Mechanical, 2=500/0-5.11, 6=367/Mechanical Max Horz 2=200(LC 8) Max Uplift 5=57(LC 8). 2=240(LC 8). 6=157(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1015/391 BOT CHORD 3-8=-475/978, 7-8=476/981 WEBS 4-8=58/299.4-7-10571513 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h-15ft; 8=45ft; L=24ft; eave=oft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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) 5 except ()t=lb) 2= 240, 6=157. 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- 6-12. 3 Ill down and 11 lb up at 1-6-12, and 33 lb down and 76 lb up at 7-2-11, and 33 lb down and 76 Ill up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 Ill up at 1-6-12, at 4-4-12, at 4-4-12, and 2 lb down at 7-2-11, and 2 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3.5=-60, 9-10=20, 3-6-20 Concentrated Loads (lb) Vert: 14=66(F-33, B=33) 15=4(F=2, 8=2) 17=2(F=1, 8=1) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - V&dly daslgn parameters and READ NOTES ON rhos AND INCLUDED MITEK REFERENCE PAGE UN-7473 rev. 10AM201S BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a Was system. Before use, the budding designer must vent' the applicability at design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 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 ANSI TP11 Quality Criteria, OSBAS and SCSI Building Component 6904 Parke Fact Blvd. Safety Information available from Truss Plate Instause, 218 N Lee Street, Sucre 312. Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole, For 4 x 2 orientation, locate plates 0- '114' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Q O U a O H Numbering System 64-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESRA352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type. sae, onentabon and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 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 rt. spacing, g y or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Gualdy Criteria. c C 7'- 39'- 0" I,;I I I I I I 11 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I II WIN 11 1 1 IV 1 tt lYttlt.I It1YlltlYitlt,, II II 1 III, all I% i%//.i%//i1IIIIIIIIIIIIIIIIIIII1111-1 1 1 1!\`;II!'!. 7'- 4" ,I, 46'- 4" KNEEWALL TO 11'- 4" BRG. I 3'- 4" I 4.-8 I 11'- 4"" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. 1 RECORD i 18-1055 OSANFORD 14'- 4" PLT. HGT. 11'- 4" BRG. HGT. MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA 6 - HUS26 1-PLY HGR 1349-AorC P1349AC WA I8-3-17I Bmax RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form f=ORDDpPermit ##18 1055 Project Location Address'2)Cl it 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL.15332.4 Sectional Clopay Building Products 94/T40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows 8 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 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descri tion Florida Approval # includin 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 Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents 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 Components Wood Connectors / Anchors Truss Plates En ineered 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 3 o t, o Regulation aCls Moore ' I Log 1n I User Registration ; riot Topics ( submit surcharge I scats a Facts i Publications ! FSC staff I aCis site Map I rinks I search I Ofl Product Approval USER: Public User Product Aooroval Menu > Product or AoolieaUon Search > AoohUtion List > Application Detail 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 Compliance Method FL8871-R8 Revision 2017 Approved 0 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies 9 Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer G 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 12/31/2021 Validated By Ryan J. King, P.E. L Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R8 COI (b) Certificate of Indeoendence.odf Standard ASTM D1929 ASTM D2843 ASTM D63S ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (b) Equivalency of Standards.odf Year 1996 1999 2003 1998 2000 1995 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 summary of Products FL # 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 R8 II (b) Inst 8871.1.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 R8 AE (b) 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 3'6 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 R8 II (b) 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 R8 AE (b) 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. "ClassicCraft" 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 R8 II (b) 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 R8 AE (b) 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 "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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 R8 II (b) 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 R8 AE (b) Eval 8871.4.odf specific Model and for anyvther additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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 R8 It (b) Inst 8871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by specific Model and for any other additional use limitations FL8871 R8 AE (b) Eval 8871.5.odf Created by Independent Third Party: Yes and installation instructions. http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 Florida Building Code Online Page 3 of 3 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 R8 II (b) 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 R8 AE (b) 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 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 R6 II (b) 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 R8 AE W 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.) 8871.8 ic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - J=Ries or "ClassicCraR Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 Il (b) 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 R8 AE (b) Eval 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) 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 R8 AE (b) 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Back Nest Contact Us :• 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0-487-1824 The state of Florida Is an AA/EEO employer. Copyright 2007.2013 state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your -e-mail address released In response -to a.putdoe-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395 'Pursuant to Section 455.275(1), Florida statutes, affective 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 dock pet. Product Approval Accepts: a Creel? Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 i THERMAITRU 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTS WING GENERAL NOTES "IMPACTrr 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as fisted and spaced as shown on detals. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHI" this product compges with Section 1626 of the Rondo Building Code and does not require an impact resistant covering. 4. When used In areas outside of fhe "HVHr requiring wind bome debris protection, this product compges wilh FBC Sections 1609.1.2 S R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level "17 and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 16D9.1.2.2 6 R301.2.1.2.I. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. 7. Outswing configurations using coastal sill item R4 under active doors meet water infiltration requirements for'NVHP. 8. Inswing configurations and outswing configuratigns using sill item N5 under the door do not meet the water Infillration requirements for the' min and shag be instolied only in non-habilable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COHIEIM DESCRIPTION i at etevotions, desl enures r1 enrol notes Door panel detrnls Smooth starDoorRpaneldelab(Fiber closdc) Horizontal cross secrrom Vertical cross sections Buck and home - 2X buck masonry construction Frome anchoring -1 X buck masonry construction 8 I ill of Material; d Components 37.7S'MAX. Fr FRAME WIDTH 36.0U' MAX. PANEL WIDTH m x x W DOOR.TYP.Ets y- OVERALL- bESIGN! .9 SS 9E (Sly, gSWING' t,j rFki1ME' r'+ DIMENSION.+-.P,OSRIVEF;NEGATIE INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH OUTSWING 37.75" x 96.50" 80.0 80.0 STAR INSWING 37.75" x 98.00" 80.0 80.0 FIBER OUTSWING 37.75" x 96.50 80.0 80.0 CLASSIC See Street 8 for design preuwe Irrilofions. w , 4 ilia m: DWS alto es: Lf5 FL-8871.5 n_Lor 8 46 47 41AA EXTERIOR 4 INTERIOR T HORIZONTAL CROSS SECTION lllz L DETAIL A -A J b DOORNEE 10 Smooth starD 00000000000000000000000000000000000000000000000000000000oo0a000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000 000000000000000 DETAIL A•A POnel reinforcement TYP. 4 t ST I CORNERS G%jj// OF PANEL C111111Cd P It 1T)P RAIL IJ LOCK SI1lE EXTERIOR INTERIOR 46 _ O It I GE m IS BOlTO RAIL 28.86%OPEN 2 VERTICAL CROSS SECTION AREA MAX. ll,2 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) J 0 a a N.T.S. er: DWS e W. LFS ; Iwo Iq: ° e FL-8871.5 ° a n 3 or 8 Q L DETAIL A -A J 60 DOO EL Hber plonk 000000000000000000000000000000 0 0000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Panel reinforcement w 28.869E OPEN AREA MAX. I ilmm I I I___I 1 101111111, l INTERIOR 1 HORIZONTAL CROSS SEC17ON 3 EXTERIOR i •., nEn 00 0 o a n R v im u 9 00d gg C i INTERIOR I 61 67 66 HINGES 66 BOTTOM RAIL 2 VERTICAL CROSS SECTION 3 NOTE: WOOD DOOR COMPONENTS: PINE (SG - 0.421 t N.T.S. i er: DWS m er: LFS ? MG ND: Q FL-8871.5 n R _,L OFJ o 1 1 2 `..A . 'J o N: z= r P zd;6 fit im n V x 2 { s Z O (1 Eo m. IL 19 INTERIOR Tp a °g m d dLD e. a E ,; c T Q gE oZ 4 3 4 i 18 EXTERIOR 40 14 G wU A ' N. 60 E I•I/'MM. 'Z FMB. (IYP.) D D I p 6 5 5 5 5 3 HORIZONTAL CROSS SECTION 6 & L 4 Shown w/IXsub4=k L O.1S O.1S r C•SINK C'SINK e 1 ( TYP.) (ttP•) • : ' n o 0 9 9 9 9 •, "W i a P — 0 nHTO INTERIOR INTERIOR Tp H c Q o a.. L ..e a aaa z n z wx 7 s • v n N 2 14 12 40 EXTERIOR EXTERIOR qp 14 —05 22 08 i l T 1 T 6 srAL. N.T.S. $ EMB. (IYP.) MIN. C 60 6p C E owe. er. o1NS m EMB. 1 HORIZONTAL CROSS SIFCflON EMB (TYP.) aac LFS 2 HORIZONTAL CROSS SECTION 4 Oulswmg shown - bowing 4 Oulswhsg shown -inswing FL-8871.5 0 aBo.pOoved ado approved n° DW 4 OF 8 p EXTERIOR INTERIOR T VERTICAL CROSS SECTION 5 0to= - bwwbv EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 5 Inswing confgurolion see general notes, &heel I for livllr water tnrdirollon requkements EXTERIOR J`'`'"71""""' 'INTERIOR 2 VERTICAL CROSS SECTION 5 Shown wJlXsub•buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 5 Insvft conBgmolbn see general notes, sheet I tar lM water Intiholton requkements I J ! E. INTERIOR EXTERI%R rrrr rsl o n m z ur•• igypp. yyS[ p o pp z° m N II c p S l W 40 Sag mauLD60 s o 3 NVERTICALCROSSSECTION Outswing co aalion see general notes sheet I G o lor'HVHr•woler lnl9frollon ulrequirements INTERIOR EXTERIOR rl VERTICAL CROSS SECTION 5 Wswing confgurolion see general notes, sheet l to Wmr.1. h&IBlrolion requkements er DWS a w LFS NM N0. a FL-8871.5 c a 5 of 8 a i r Z, Ic • 50. Tn: $ :o l/ z I list uN am a z6 o TYP. HEAD 21 E. I -o MASONRY o& 6JAMBSMASONRY lYP. HEAD & 114 3 L OPENING OPENING JAMBS m &: 9'L E oz FRAME -/ 0 d cr R Pi o go2)( BUCK -,,,,.. 2X BUCK !2 18 wk Q aN: Nc o garx :3in m coLBUCK ANCHORING HINGE JAMB FRAME ANCHORING STNKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morlorioln1s. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be odr)vsted to maintain the min. edge distance to morforicints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR.. ANCHOR MIN. CLEARANCE MIN.*CLEARANCE NV EMBEDMENT:. TQ'MASONRY::. TO ADJACENT ANCk0.R.:-.: S&EEDGEITW1/ 4- 1-1/4- 2* 4" TAPCON* ELCO 114- 1- 1/4' 1. 4' IULTR CON41 1 1 WOOD SCREW INSTALLATION NOTES: d distance, & I* O.C. SPOCIng Of 1. Maintainaminimum51redgetonce,?*en wood screws to prevent the splitting of wood. HINGE DETAIL LATCH A DEADAOLT DETAIL L N. T.S. er OWS sr LFS Vw NFL7 FL-8871. 5 C C 'I _L or 6" J• N it•_— J. ngym. oz Gt`p ;as n TYP. HEAD i, Itt t II^ Z a a ; JAMBS o z mZuMASONRY 56° OPENING V C) 0 17 to 1 o FRAME 8 15 G x U 17" o L iE m =U 7 z14 V KC 1X BUCK 0 u 44 LLATCH i DEADBOLT DETAIL cc eN U h HINGE JAMB STRIKE JAMB 11 b C N CONCRETE ANCHOR NOTES: FRAME ANCHORING 0 k' 1. Concrete anchor locations of the comers may be odAnted to maintain the min. Masonry I X buck construction 12 J@ e edge distance to morlar Jolnts. 2. Concrete anchor locations noted as MAX ON CENTER" must be o*rsted to m nmaintainthemin. edge distance to mortar Joints. additional concrete anchors may be required to ensure the MA%. ON CENTER' dimensions are not exceeded. 9i N aJ. Concrete anchor table:go12OON u Ixit 5122108 i s4 mmN.T.S. HINGE DETAIL mu f, DWS m' nac rm. LFS 3 WOOD SCREW INSTALLATION NOTES: DROM UM:a 1. Mainloln a minimum SAT" edge distance. 1' end distance. 6 I' o c. spacing o/ FL-8871.5 °o woodscrewstopreventlirespillingofwood. sssty Z or 8 0 ANCHOR • ANCHOR MIN. CLEARANCE MIN: CLEARANCE TYPE TOMi1SONRY TU ADJACEM.._ SIZE:::: EMBEDMENT. EDGEAWCHOR a T/+" Y 1' TAICON IIW 16' TACONS BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. IX SHIM SPACE WOOD D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3.1 /4" PFH IIW CONCRETE SCREW STEEL J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1 IT PFH WOOD SCREW 1.15" MIN. EMBEDMENT) STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG>=0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 N 10 X 3/4" PFH SCREW STEEL 13 19 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /T PFH SCREW STEEL 17 N8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSEI SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.07T THK. SMOOTH STAR Fy = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYUREIHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC Fy = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOODr6365BOTTOMRAILFIBERCLASSICCOMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.56' O 8 HEAD t SIDJamb T THRESHOLD SJTT 9. S RES OlD ft-v seuadW 5.75' Q S 1HRESHOLD Oulw*v standard U n gy Lnn o8;6 U N .. imeu 9 oa maI`E ocz0 R : J I i SJTs 0 f=1 G 2 WRESHOW M0 adprsfoCb 4 THRESHOLD Oufswig coaswt YI y 6 WRE 1110M MAX. DESIGN PRESSURE = +/- 50 PSF owe srr. DWS trot. sn: LFS FL-8871.5 nJLa 8 Florida Building Code Online Page 1 of 6 E-1101 SCIS Moore I Log In ! User Registration Mot Topes I submit surcharge I Srats & Facts i Publications isF5CStanISCISsiteMap ! Links I search ! lt r'da r t g Product Approval USER: Public User Product Approval Menu > PrpdUct or Aooiicatlon Search > Application List > Application Detail FL # FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived O Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.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 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 Eauiv 20170809 - FBC - DASMA 108 eauiv.Ddf FLIS279 RS Eauiv 20170809 - FBC - DASMA 115 eauiv.pdf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://www.floridabuilding.org/car/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page Q 0 O Page 1/ 8 0 0 FL # Model, Number or Name Description 15279.1 001 W3-09 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.) 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF FLIS279 RS C CAC Letter with oroof of contract and oroof of insoection.odf FL15279 RS C CAC W3 Listina Intertek.odf 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 RS II 10165S-Revl2.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: 15279.2 002 W3-09 DSIE-1A471: GD1SP, 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, ED1SP, 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 Approved for use outside HVHZ: Yes FL15279 R5 C CAC Letter with oroof of contract and oroof of insoection.odf Impact Resistant: N/A FL15279 R5 C CAC W3 Listina 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 RS II 103952-Rev0l.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 DSIU-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, WINOCODEO W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS279 R5 C CAC Letter with oroof of contract and oroof of insoection.odf Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing Intertek.odf 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 windborne debris regions. The product without glazing DOES FL15279 R5 II 104175-RevOl.odf 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 Approved for use outside HVHZ: Yes FL15279 RS C CAC Letter with oroof of contract and oroof of insoection.odf Impact Resistant: N/A FLIS279 R5 C CAC W3 Listino 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 windborne debris regions. The product without glazing DOES FL1S279 R5 II 101820-Revl3.odf 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: 15279.5i I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1 /2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: 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, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODES W3 Garage 6132, SFC38, MFC38 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 DSIU-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). Certification Agency Certificate FL 15279 RS C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 104028-RevOl.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) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 RS C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 RS II 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 148B,SSS,4RST,6RST,4PSF,6RSFI 007 W3-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 428, WINDCODE® W3 Garage 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). 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HOGF, 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: +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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL1S279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 RS C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 101308-Revl2.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.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and oroof ofinsoection.odf FLIS279 RS C CAC W4 Listina lntertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 1016S2-5-Revll.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11`471: G02SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC68 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 R5 C CAC W4 Listina Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions FLIS279 RS II 103969-B-Rev02.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 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 Parry: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUP, (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203 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 windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone 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 RS C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104183-RevOl.odf Verified By: Intertek Testing -Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEp W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and oroof of inspection.odf FLIS279 RS C CAC W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104456-RevOl.Ddf 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-2F151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 7S, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV 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. 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, G04S, G04L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, 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. Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inspection.pdf FLiS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 300159-S-Revl6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 R5 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL1S279 RS II 103486-B-RevO8.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.floridabuilding.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 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). 15279.15 015 W4-16 OSIE-1F171: 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-11`471: GO25P, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 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: +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 DSIEO-11`479: 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 windbome debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HOPF20, 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 windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.pdf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R5 fI 103S49-Rev06.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) WINDCODEp W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 RS II 101481-6-Revl3.pdf 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 FLIS279 RS C CAC Letter with proof of contract and proof of insoection.odf FLIS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R5 II 104029-13-Rev0locif Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: 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 RS C CAC Letter with proof of contract and proof ofinspection.odf FUS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103046-Rev07.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Double -skin Insulated PUR (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 FLIS279 R5 C CAC Letter with proof of contract and oroof of insoection.odf Ei L 5279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 RS II 104169-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: https://www.floridabuildina,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ1 Q... 2/1/2018 Florida Building Code Online Page 6 of 6 15279.19 019 W4-16 DSIUO-11<479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +2S.5 PSF/-2S.S 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-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.S 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 = Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINOCOOE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of inspection.odf FL15279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1S279 RS II 1044S7-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 RS C GAG Letter with proof of contract and proof ofinsoection.Ddf FLIS279 RS C CAC W4 Listing intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101711-S-Revl5.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: rack Next IM 61 Page 1 / 8 0 d Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Flonda.:. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, 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. It you have any questions, please contact 850.487.139S. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensee$ licensed under Chapter 45S, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with tiro licensee However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: pm Mg aetc Credit Czrdr Safe https://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018 rwnTAMOACKDmssemR mmM D CA as a Da PAT MS. cmv. aAumrr ns ansv N><Irtsm AnsI Anse wtAa Neva• Cos Elm SHEEP 1 OF 2 OPRONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING, SEE SECTION B-B FOR DETAILS. MAX STANDARD SIZE IS 42-1/2'e16'. IMPACT RESISTANT GLAZING IS 21-5/6'A14-1/6'. a e6S d m t!oi 33 SIB LAP XNT3.- aeo_mm ae.Imlma p I A ` aTKM1L mm[ etID I00I 1OWIOI MCA e m - Ire' TA439r elan kgmm- ja twm X%Nms Nmr 9M ftk= vn 6 AM NVOMM Nr/Y SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A' AND STANDARD CONSTRUCT DETAIL -B-; TRACK AND JAMB DETAILS. I=r=— MARK WESID6IDD. Of DENSITY POLYSTYRENE FOAM NSIAATION 1-5/16' THICK WITH W L IWRCELL BACKER QNSUTATED MODELS ONLY) 25 GA. MIN. CALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A RAKED -OH POLYESTER TOP COAT APPLIED 70 90114 SIDES OF STEEL SKIN. m am Imf a D® m ®I Las Me oW 1-0 — s o A1OOe m m noel PAZ" sae a DW rl0sa eA use aI[ pam a Arn-Iq Mae M Ialr m 91 PA U ll Doease. O 0m IIe r Cr eoDl r uoeee Do sWW. AAllrIDarroc •o mDe r ARrrJeZ M NaA1M Ia ee aYWOe n A er/O 1 ae ay. w sru rm anilsvm m m m m no Tam Aa.e ASe Aa 1 Aa e mm m 1®II v v e v s I[manI 1 Dt1Er0m HOMM CLO AY. HOLMEL AND WEAL SECTION A -A (SIDE VIEW1 3' TALL U-BAR 20 GA GALV. STEEL K MIN. YE1LD STRENGTH: SO KSI 1 C 1I 3• T 12 GA. CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET AgT W/(4) 14> r3 6' SHEET MET 14 CA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END SIRES WITH (4) JIU5/6' SHEET METAL SCREWS AND (4) 1/ 4'e3/4- SELF TAPPING SCREWS. SEE VIEW V. Y TALL . 20 CA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-EARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION. ETC.). EACH U-BAR ATTACHED PWITH ER (17/ . SELF 7APPINO SCREWS 13 GA. CALV. STEEL BOTTOM BRACKET. ATTACKED WITH (2) #14e5/6' SHEET METAL SCREWS. elopay MPC: PAN-2F153 1/ 3/97 Dose ding Products M ASOSN-& 4 wVD,GARAVH'" JAC 1 On (S13) 770-LIKE4600 o m 0- m a p-b- N moot KAAwrM. MWW DESIGN LOADS: +24.0 PSF t -24.5 PSFI TESTLOADS: +36.0 PSF t -37.0 PSF eATD NAIL ®t UZE, 4 16'O'W K 16'0'H CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, WIN +24/-24.5 PSF us KIDOOe VOe 101711 IBC vARAAQ IWa• RADm Pmm oms ®It IID4t O DA l DA NO Ol/Ai GNt. aDtri, LAaIDR am ORv Iw t wes wlsv TAN1IAM IN1Wr Yliv NIXON HIM tEa Or • o o-tAn M.. IA0 a01me ON t. CDIIDD. 1-1 as WAS ION ROrm W FOOa W AN 011! eat Our NR ) aAPW A Rural in a IYMW SU rACL NOttONK a 00 PIN 1RfOS IY Y Mals wtsoR a1s a a• moos (tao A w oNNop tNA® TEN aim woos OR1/4'.r 11a'001 Um4 m or m000 h(tOb PM Iaa met1D an or m1100 (0•0 AIAM 1' OM AMWOO Nmlrm t11M W'OOIR PINION{!! IMi ME001u1OBM1 INII W NOMAD W PANDE 0 NB1 o1MI10 tlarwi "MUG ML TWA m Wr 1RIIL101 IGN. 1- 01111112011110 RIB m MUM 100-IN. A INS® OEM Alq/bmi/m IOL rAi wsD < DOIOrm m AA7VS wTGlMit IAOIDOOOa0OMi1M11O6 gy.... II01abY R 0001 /6WIr1 IIO WI) be m Fm M la - — ONY. Nm 00 m mom a M ww.. aim NI0. vul SHEET 2 OF 2 DATE QimDTm1 00N a[,nr.10 IRIO[ taMOm R F=q I is Co. Mm O 1 r 1M `mil 1•r/r sIm IMPACT RESISTANT ASSEMBLY DETAILS r oAly aim tRACa rASIDrm m7'i"10 a atv NINtb INm. AXII ,Mot DRAWING t O t 7 t 1-A n a May. IIm71ppNIaI NvasnSIDIM m No mo NIN (.) yam; 1RACX CONF10UM710N ONa or 1 . d/r a • IAIe/1 ie o mim (n ABOVE Tiff DOOR OF ENQl6 SECTION R-B (IMPACT -RESISTANT GLAZING OPTION I b Tae 1/• W Ir1Di DOES NOT AFFECT THE WIND u11D RATM OF TILLS DOOR. 0[m 1Y O. WILLMAIN SAW am R01101 N1111 PION OWMAL TNAOt 51RO T RNATO. s 11R 00011 ""Mull to Se0 smeN .e r tAu Dbols AID IOrO OlNlil amawrr NlaaArrOOT It011ao TAR Mtv-N law. •Nm /RYE Aa IAaoq UW TOP BRAd(Ef rIN V19ML 1 M Of9aI OF RE AaYNNO fn10C110W DDNDf NwL R Dr Il ct CAW. D1mp M0 sMo¢L DOUBLE NORQOMKOi4O1910R* O M "cFtcoa01 O mtom m M 01MbO N1 11 1-0/0" M0 IAON S DOWL Snk Ci1Or AM N ACKNOMd Will Ua NOW COfO FOR All IG.00 7TRACK LISTED ON Dr OROM p SUOaa lwANI pDNm1 ARM ANN AID IWO Doan 1)!1ll Te6f RPRI.7 R®0M1 1/[.dOflSIDY Pl10N N 1,00 A II)m (10 0 . RL M fARD®a 1RY[ 111111Y IOSIaIID (IW h • A/•' rvN I6O rox oaaf 1 . INiw mar liar • nAaM t• DAPACT-RESISTAUF CONSIRUC110N, SOID OOdls R1p 01 bole a7IN o/IIDUL OIK7-INSIµf r"0"' AIW y M. t-1/Y.ts G Wlv. tllD. IR1r1 tmOri. mAc7-R61SrH1r. oRlDw i W67rN-"OL m rmvt-iwoMa rim SIMIr Awe 0 (•) Root NOoris Pa Sx aA1W e Q PAW SWUI. W APPNOPm CCO FIAM N ACCOOMM aI1N BtNL DOIR 11U ASS 0 N11 RO N ON " 0 M PIN Y11140 4 M I • mlQ AVA ROD TOAD ImlaNrN11 a M 1101aA ND0I0 OOK AID oRO0Mir1VL NDND 913COMIL STANDARD ASSEMBLY DET/IILS DRAWING t017T 1-B SECTION R-R (NON -IMPACT RESISTANT GLAZING OPTIONI IleNr FRwr NAM Nv OWM TEN Ol/ar[ UNFUL NOTE RW rMa FWA a WAKIND1 Dow NrAn-F swn FMan oAao UK= NSD[ AN RIANOL hip PAN IrAO SON. coNsfRucrioN OImLL Ol 09 OI 1/R ACilat IRO AVA• u. 0/INUL AOI'AIL' aA7lID a AAMM IN 011 IIIOR ASICCC2RALLORDIM NOW NIVIX Am THEVanD" ASSObi OWAUID N COa4MM[ RIM N0 $14:11 I mm TML ram IO.O m mm a m Roam aft " COOL OR MONAMI L IIC 0a Imaa v. o1IPUR is rwvwe Clopay Pm e"a101"Q'F'°IDD P Building Products I&A 0" soa 12Sstx, Cmmnnnv (6i]) 770-4600 DOOM OM r TALL ---- -'--- 10 M W&V. aim MO BROW. sOmm Y O L Sim 1 ARO, 1RIONI TIOa0 & Da• IM 6 tdiiwa tnmi " wo minriaiivai4 9 Ira m tRE1m sou ice, Fan Done mat Q t' u'-r FROL TRAaMau NOTab7 Do= KAMVML OR® YT 1ACW MR ramOOImIFACIOIIfPOIIp[ OOAI r Am svr DESION LOADS: + 24.0 PSF ! -24.5 PSF TEST LOADS: + 36.0 PSF A -37.0 PSF W 4 1 16'0'W N 16.0'H I/97 TEmv'm* CLASSIC AND CH RP STEEL PAN JAC DOUBLE - CAR, 16'W +24/-24.5 PSF mww B NAvlm FaR® n 101711 BC Florida Building Code Online Page 1 of 4 lii`... BaS Home Lop in user Registration Hot Topic ( submit surcharge stats & Facts ; Publications FBC Stag SCLS Site Map Links Search j Product Approvald-bpr USER: PUDIiC User Product Approval Menu > Product or AppliUtloh Search > Apolication List > Application Detail FL X 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 L MI Windows and Doors 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.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://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2418 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 4).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact (5) Done.odfDesignPressure: +55/-55 Other: R-PG55`, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 3).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 18S SH (Flange) Impact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 08-02545B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3.odf 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(133611E1726.01-109-47-RO 18S SH(FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R3 C CAC MI Windows - 18S SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 11 08-02549B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327E-4.odf Created by Independent Third Party: Yes 17499.3 18S SH 36x84 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(13363)Ei729.01-109-47-RO 185 SH (FLG warver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (13).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60• 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02550B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328E-S.odf Created by Independent Third Party: Yes 17499.4 18S 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 H0462.01-109-47-RO 185 SH 042522).odfApprovedforuseoutsideHVHZ: 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.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.pdf 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 FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 3).odf Other: R-PGS5, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flanae) imoact 2).adfbeddedtoPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 11 08-02544B-i.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-l.odf Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:'No FL17499 Ft3 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-8[G 1-8A 52 1-8X84 R60(100918).odfApprovedforuseoutsideHVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odfImpactResistant: No Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odf FL17499 R3 C CAC MI Windows - 185 SH (Flanae) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 [1 08-02546B-2.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S13322B-2.odf Created by Independent Third Party: Yes 17499.7 18S Triple SH illx72 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 3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Finl Design Pressure: +50/-50 4).odf Other: R-PG50* FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanae) 3).odf FL17499 R3 C CAC MI Windows - 185 SH Triple (Flannel 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025488.odf Verified By: Luis R Lomas PE 62$14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513324E-6.odf Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 1OSx72 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Twln (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).odf Other: R-PG45 FL17499 R3 C LAG MI Windows - 185 SH Twin (Flanae) 3).odf FL17499 R3 C CAC MI Windows - 185 SH Twin Mantle) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 I[ 08-02547B-7.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S133238-7.odf Created by Independent Third Party: Yes sack Nett Contact tJs •: 260, Blair Stone Road, Tallahassee FL 323Phone: BSO-487.1824 The State of Florida Is an ANEEO employer. Copyright 2007.2013 State of Flonda.:. Privacy Statement :. Accessibility Statement :: Refund Statement https:// www.floridabuilding. orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 Florida Building Code Online Page 4 of 4 Under Flonda law, email addresses are public records. It you do not want your e-mailaddress 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 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address If they have one. The emads provided may be used for official communicaMn with the licensee. However email addresses are public record. It 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 clock here . Product Approval Accepts: Dadt`i Card Sate. https://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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 OTHER STRUCTURAL SUBSTRATE MATERIAL. 5 WHERE 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 PUBLISHED 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 REOUIREO AT EACH ANCHOR LOCATION WITH 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 RIGID PVC 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS. 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 #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS — I REV I DESCRIPTION I DATE I APPROAD A I REVISED ANCHOR SPACING & CHARTS 107/11/16 I R L. ' B REVISED CLASS 10/02/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #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 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 SHOWN 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 ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD. MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,ODO PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.I DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS SIGNED: 1211412017 MI DED DOORS, LLC I o 650WTMARKETSTREETSII E M GRATZ, PA 17030-0370 v NYC q 9iP% OATye SERIES 185 ALUMINUM SINGLE HUNG WINDOWD,.6RO F, 52" X 72" NON -IMPACT NOTES O' F' ' cZ OR10 • DRAWNowcNOREV08- 0 2 549 B SS ONAj1f 1G\ Luis R. Lomas P.E. FL No.: 62514 su1E aTE NTS12/29/14 I OF 11 L ROSERTOLOAOASPE 1432 WOODFORD RD LEWISVILLE. NC 27029 494. 666.0609 rporrinewbm0w earn N FIR HE 52" MAX FRAME WIDTH 2" MAX — •- I6" MAX O.C. —I 2" MAX 2" MAX I 16" 0 C. OMAX / 2" — AX DAME GHT Jy rf 52" MAX FRAME WIDTH 16' MAX O.C. —{ 2" MAX I. z r! 16" OMAX O.C. 72" — MAX FRAME HEIGHT 4 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION SEE CHART Y I FOR SMALLER UNITS REOUIRED ANCHORS SEE CNART 01 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES 1 MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED 0L.O: 49 3/8' X 32 1/2", 1A.1(2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL I REV1S06 ' DCSCRD'710N DATE APPROVED REVISED ANCHOR SPACING @ CHARTS 07/11/16 RL REVISED GLASS 10/02/17 IR.L CHART r l Number of anchor locations required Frame Frame Width In Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00 1n) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 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 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 4 3 4 3 4 3 4 4 4 4 4 4 4 3 5 3 5 3 5 4 5 4 5 4 5am535355454545 5 3 5 3 5 3 5 4 5 4 5 4 5 6 3 6 3 6 3 6 4 6 4 6 4 6 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 do FINLESS ELEVATIONS DRAW* DAT. ND N.G. 08-02549 scALE NTS I DATE 12/29/14 sNEET 2 OF 11 L. ROBERTO LOWS P E. 1432 WOODFORD RD LEWISVILLE. NC 27023 494.68e-0609• Aanesoobnasm L4m SIGNED: 1211412017 J S 1a LIIIo41// te`r•\GENSF qLP 0 5 *= A TAT OF i W ORIOP • SIONA j1E% G` Luis R. Lomas P.E. FL No.: 62514 7 N FIR HE 52' MAX FRAME WIDTH 2" MAX 10" MAX O.C. 1 Ir 2" MAX 2" MAX z TAX_ J 10" MAX O.C. O 2' 4X ME CHT 4 X 52' MAX FRAME WIDTH F 10' MAX O.C. 2' 10' MAX O.C. O 1 72' MAX FRAME HEIGHT MJ 4 X REVSONS REV DESCRIPTION DArE APPROVED A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. 2 MAX 8 REVISED GLASS 1 10/02/17 1 R L CHART #2 Number of anchor locations required From* From* Width (in) Height 18.00 1 24.00 30.00 36.00 42.00 46.00 52.00 In) H 6 S IJamb IH&S Jamb H 6 S Jamb H d S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 4 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 54.00 3 6 3 6 4 6 5, 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 6 8 6 e 7I.00 3 8 3 8 1 4 1 8 15 8 5 B 1 6 1 8 1 6 1 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART /2 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING I IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36'. 2. MAXIMUM SASH D L 0 47 5/8' X 32 1/2'. 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2'. HARDWARE SCHEDU METAL SWEEP LOCK AT 8' FROM EACH ( BLOCK AND TACKLE BALANCE AT JAMBS SIGNED: 1211412017 DOOR E,T LLCMI6soDOWWESTMARKET GRATZ, PA 17030-0370 J\S11R I ILOqGENS. p k• Dy6FO*= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN ELEVATIONS 0 , $TAT 1 W cFS ;( 0RIOP •G` ` 77S'1111101\ O tuuwlr I)aG No 08 REV B SCALE NTS DATE 12/29/14 sN1a539 OF 11 L ROBERTOLOAMSP.E 1432 WOODFORD RD LEWISVILLE. NC 27023 434Faa-0609 domsewo0m ve Gam Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN REV DESCRIPTION I DATE I APPROVEDEDGEDISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. WOOD FRAMING OR 2X BUCK B REVISED CLASS 1 10/02/17 R L BY OTHERS 1 1/4" MINLMEDMENT BACKER ROD APPROVED I, MAX SEALANT SHIM SPACE I I III ` # 10 WOOD SCREW 1 EMBBEDED MIN. MENT 1 1/2' INTERIOR MIN EDGE DISTANCE 1 10 WOOD J SCREW WOOD FRAMING J/ OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD 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: DWG N0. N.G. 08-02549 E NTS I DATE 12/29/14 1 SNEE'4 OF 11 L. ROBERTO LOA"S P E. 1432 WOODFORD RD LEWIS VILLE, AC 27023 434-6W-0609 4bMSPP.COM SIGNED: 1211412017 5 1R 11t 0.1 GEHSF•s TAT SEOFW P•1°(OR10P•c jetO.. 10aG\`\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN I EDGE DISTANCE mu STRUCTU BY OTHE APPROVED SEALANT 1/4' MAX. SHIM SPACE REVIS06 •. REV DESCRIPTION DATE I APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 8 REVISED CLASS 10/02/17 R L. 1/4' MAX. SHIM SPACE p10 SMS OR SELF DRILLING SCREW INTERIOR p 10 SMS OR SELF DRILLING INTERIOR SCREWS MIN. EDGE DISTANCE T EXTERIOR METAL EXTERIOR STRUCTURE BACKER RODBYOTHERSAPPROVED SEALANT LJlir JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4' MAX. F SHIM SPACE METAL T BYROTHERS MI 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' DRAWN: N0. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 71. N.G. 08-02549 NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BYOTHERS TOBE u•'r NTSdTE 12/29/4 OF 112. DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, PLC 27023 434- M-0609 room-a@Wmasp&c= SIGNED: 1211412017 O Jq VOENS 0495 ll,*9141 TAT` i iP• A F•: ORlOi•,• Luis R. Lomos P.E. FL No.: 62514 REVRIDRS 2 1/2" MIN. EDGE DISTANCE REV DESCRWWM DATE APPROK0 A REVISED ANCHOR SPACING 8 CHARTS 07/I1/16 R.L CONCRETE/MASONRY BY OTHERS . '• B REVISED CLASS 10/02/17 R L. 1 1/4" MIN. OPTIONAL 1X BUCK e EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 SHEET 1 T EMBEDMENT CONCRETE/MASONRY 1/4" MAX' BY OTHERS SHIM SPACE 1/4' MAX. BACKER ROD SHIM SPACE do APPROVED v SEALANT 3/16" TAPCON .° 3/16" TAPCON INTERIOR INTERIOR 2 1/2" ' MIN. EDGE v FBACKERODEDDISTANCE EXTERIOR OPTIONAL 1X BUCK EXTERIOR SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: 1. INTERIOR AND EXTERIORFINISHES. BYOTHERS. BACKER ROD)4. APPROVED NOT SHOWN FOR CLARITY. h APPROVEDSTRUCTURAL 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE SEALANTSEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 OPTIONAL 1X BUCK 1/4" MAX. .. MI WINDOWS AND DOORS, LLC u11 II1/1J SEE NOTE 3 — 7 SHEET 1 r SHIM SPACE 650 WEST MARKET STREET S R•• L0 /z GRATZ• PA 17030-0370 v GENSF 9,p CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 10, 8 5 •• BY OTHERS° 52" X 72" NON -IMPACT vj{v//it r slOj• FLANGE INSTALLATION DETAILS AT OF rvz ORATOfEv ORIOt i//•/0NA J. 08 B star NTS aTE 12/29/ 14 t1¢L7 69 Of 11 j1E G` VERTICAL CROSS SECTION L. ROBERTO LOWS P E. Luis R. Lomas P.E. CONCRETHMASONRYINSTALLATION 1432WOODFORDRDLEMSVILLE. NC 27023 FL No.: 62514 434.6CE-0W9 /D0,MSf kVrWMa WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 4- MAX. M SPACE 810 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4- MAX. C SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS II REV DESURPIIDN I DATE I APPROVED A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. 0 REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. 1/4- MAX. EMBEDMENT SHIM SPACE 1/2" MIN INTERIOR EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED 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 FINLESS INSTALLATION DETAILS DRAWN: DWD ND. N.G. 1 08-02549 rE NTS I DAtE 12/29/14 1 S11EE77 OF 11 L. ROBERTO LOMAS P.E. 14M WOODFORD RD LEWISVILLE, NC 27023 SIGNED: 1211412017 04, C E NSA. 10 .4 AtT TE OF is/NA t0?``` Luis R. Lomas P.E. FL No.: 62514 REVISgN5 2 1/ MIN. EDGE DISTANCE RDESCRIPTION N DATE APPROD VEA SPACING AREVISEDANCHORSPACING &CHARTS 07/11/16 R.L. CONCRETE/ MASONRY B REVISED CLASS 10/02/17 R L BY OTHERS a ' ' a OPTIONAL 1X BUCK a •°• • °' EMBEDMENT SEE NOTES 3 — 7 SHEET 1 EMBEDMENT I CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/ 4- MAX. o SHEET 1 BACKER ROD SHIM SPACE h APPROVED SEALANT 3/ 16- TAPCON ' 1/4* MAX. 3/ 16" TAPCON SHIM SPACE INTERIOR INTERIOR 2 1/2- ' MIN. a ' EDGE DISTANCE EXTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/ MASONRY INSTALLATION SILL TO BE SET BACKER R00 IN A BED OF APPROVED NOTES; APPROVED STRUCTURAL I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL I BUCK 1/4• MAX DESIGNED IN ACCORDANCE WITH ASTM E2012 SEE NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017 SHEET 1 MI WINDOWS AND DOORS, LLC I ILI0 CONCRETE MASONRY 650 WEST MARKET STREET Sa 9 CEBY OTHERS y GRATZ• PA 17030-0370 v• • NS• VFSERIES 185 ALUMINUM SINGLE HUNG WINDOW 0,6 552" *! a • • • X 72" NON —IMPACT a' • FINLESS INSTALLATION DETAILS LES0 TAT OF = DRAMM OVIG N0. LV ORl04; RLV08 B j NA VERTICALCROSSSECTIONsraLENTS °A1C 12/29/ t a 'ET' 99 OF 1 1 110`\ CONCRET& MASONRY INSTALLATION L. ROBERTO LOUTS P.E. 1192HVpOFORDRDLEH? SVILLE.NC2702J Luis R. Lomos P.E. as434- 6 -ON9 NPnus@*bMSft mn FL No.: APPROVED SEALANT BEHIND FIN 7/16' MIN T EDGE DISTANCE 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 18 WOOD SCREW Lrn L—L i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE REVIS ONS I I REV DESC RP110N I DATE APPROVED A REVISED ANCHOR SPACING @ CHARTS 1 07/11/16 R.L. B REVISED GLASS 1 10/02/17 IRL WOOD FRAMING 1/4' MAX BY 07HERS r SHIM SPACE S8 WOOD SCREW INTERIOR MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/I6' MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1/4' MAX I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAW* DWc ND. N.G. 08-02549 soaE NTS I QA1C 12/29/14 5HEE110 OF 11 L. ROBERTO LOMAS RE 142 WOODFORD RD LEWISVR.LE. NC 27023 494-608.06D9 AOanRsONR Speoom SIGNED: 1211412017 NS4, 9`!''i 0, f 5 TAT E OF REV 0'OF•1°(OR10t• ,;kli B / 1 ONA V' Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT METAL STRUCTURE BY OTHERS 1/2- MIN r EDGE DISTANCE 1/4' MAX. SHIM SPACE R'- 15 OR SELF DRILLING SCREW R VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4' MAX. SHIM SPACE REVISIONS REV DESCRIPIION DATE I APPW41) A REVISED ANCHOR SPACING & CHARTS 1 07/11/16 R L B REVISED CLASS 1 10/02/17 1 R L. 1/4• MAX SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS 1/2• -- MIN. EDGE DISTANCE EXTERIOR METAL BACKER ROD STRUCTURE do 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 MAWR. OWC NO N.G. 08-02549 SCAIE NTS — 12/29/14 1SHEE18 OF 11 L. ROBERTO LOMAS P.E. 1432 O'"FORD RD LEMSVILLE. AIC 27029 424.6"-0609 /OansS kMLLtpl Grin SIGNED: 1211412017 5 R I to TATE , rA4o/,,t6 25• OF ', t REV O Fd` c(0R10r Gc Luis R. Lomas P.E. FL No.: 62514 REVISIONS 2 3/16" 1 7/8' 1 3/8j-- DESCRFRON a1c AMMIED 2 3/16 —I A REVISED ANCHOR SPACING & CHAR7S 07/11/16 R.L B REVISED GLASS 10/02/17 R.L. 13/16" 2 3/16" 2 3/16" 1 5/16' J 5/8' FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM•18501 CM•M503 CM -law CM•18513 1/8' ANN 1/8" ANN. ALUMINUM 6063•T5.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.050"THICK 1/8" ANN. 2 5/16" —I 2 5/16' —I 2 5/16" --I .090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER 2 3/ 16" E*""" ERIOR 3 3/8" 2 13/1 3 3/4"F—L 1/2SILICONE SEALANT 2 5/16" SETTING DLOC FLANGE FRAME SILL' FINLESS FRAME SILL GLAZING DETAIL CM- 18502 CM-1855+ FIN FRAME HEAD ALUMINUM6063•T5.055'THICK ALUMINUM 6063-T5.055•THICK FIN FRAME SILL CM•18509 CM•18508 ALUMINUM 6063-T5.055' THICK ALUMINUM 6063•75.050' THICK F 1 7/16" 2 3/8- 2 5/16" 2 3/16' 2' L J L LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-18505 CM-18555 CM- 08504 GM• S . ALUMINUM 6063•T5.062'THICK ALUMINUM6063•TS 050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THlCK SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 0%IIIlllllll/, 650 WEST MARKET STREET `\N\J\5 a L 1f9GRATZ, PA 17030-0370 \ v;•"\GENS* •J+= 1" 15/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 6- IMk 52" X72" NON C MPONENTS PACT T E — GLAZ/NG BEAD SASH STILE D „WN; „ O. Im D•oF•$ c OR,p, ': CM. tSOSCM-1B507 / Lr " • ... • ' G RIG/DPVC. 050'THICK AL I MtE OB-02E549 B ///,S ONAj1?\\\` NTS 12/29/14 11 OF 11 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORDRDIEIVISVILLE. NC 27023 FL No.: 62514 13/4l60609 /OGmas@* m&W Lon Florida Building Code Online Page 1 of 3 b SCISHome Log In I User Registration Hot Topics ( Submit Surcharge Stats 6 Pacts ; Publications ; Fec Staff 4 SCLS Site Map Unks Search d- Product Approval In USER: PuN User ProEutt Aooroval Menu > Produtt or Aoolicatlon Search > Aool,cahon List > Application Detail FL # FUS349-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 01 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 Listing American Architectural Manufacturers Association Steven M. Urich, PE M 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 hqs:// www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvdWI... 1/3 1 /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 FLIS349 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 FLIS349 R9 II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Parry: Yes Evaluation Reports Fi 1 5349 R9 AE 513124B.odf Created by Independent Third Party: Yes 1S349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +SS/-55 Installation Instructions Other: R-PG55 FL15349 R9 II 08-02949.Ddf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 513783.odf Created by Independent Third Parry: 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 15454.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-SS Installation Instructions Other: FW-LC55, Missile Level 0, Wind Zone 3. Glass Fi ? S349 R9 II 08-02948.odf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Sanex HP / 5/32" annealed. Glass Created by Independent Third Parry: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R9 AE 513782.odf Created by Independent Third Party: Yes 15349.4 1185 PW Impact 159 x S4 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificite Approved for use in HVHZ: No Ft]5349 R9 C CAC APC 8272.0df Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.0df Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-RSS, Missile Level 0, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-016148.odf 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 Fi 1 Sa4g 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 FLIS3495349 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: +SS/-55 Installation Instructions Other: FW-LC55, Missile Level 0, Wind Zone 3. Glass FLIS349 R9 II 08-01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62S14 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 Fl 1 Sa49 R9 AE 512277B.odf Created by Independent Third Party: Yes Belt Next Contact Us :: 2601 Blair Stone Road Tallahassee Fl- 32399 Phone: a50-497-1E24 The State of Florida is an AAIEEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: ACCessIbllltV Statement : • Refund Statement https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/3 1 /2018 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 8S0.487.139S. Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cho mot Credo Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgtH8572gvdWI... 1 /31 /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 OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE 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 PUBLISHED 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. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH 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. DESCFWIION DATE APFW41) 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 SHOWN 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 SHOWN 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 ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.ODO PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL TOGA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-75 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. TABLE OF CONTENTS N0. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WIND DOORS, LLC 1R I l t o i' oWw. MARK GRATZ. PA 17030 ST.```J\ r••\GEN'T p 0,,6 6 kSERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT 0 4( Q NOTES EBTAT OF S .c ORIOt' DRAM9R9 No REV 08—s0 2T357 B srruE DATENTS 09/03/14 1 OF 12 LUI9 R. Lomas P.E. FL No.: 62514 L ROBERTO LOADS RE I4J2 WOODFORD RD LEWISVILLE. NC 27023 4J4-666-0609 ffl mm*&bmwsp cam 72 1/2- MAX FRAME WIDTH 6' MAX ——I 113' MAX O.C. 6- MAX 001B- MAX O.C. T 71 1/2- MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 81 & A2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2- MAX FRAME WIDTH 6" MAX —rl--I_ 1B- MAX D.C. I 6" MAX 6- I 71 1/2 18 MAX MAX O.C. FRAME T HEIGHT I j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW J 1 & j2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: I. MAXIMUM D L.O.: 69 314' X 68 34' RenstoNs • . DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED LAME AND ADDRESS 10/27/16 1 R.L. CHART f I Number of anchors required (wl hout rigid fillers) Fame Fame widni (in eight 24.00 1 30.00 36.00 42.00 42.00 4.00 6A0o 66.00 7L60 In( HIS mb HIS amb HAS IJS.b HAS Jamb H65 amb HIS amb HAS Pamb HAS Jamb HAS Jamb 2400 2 1 2 1 2 2 3 2 J 2 3 2 4 2 4 2 4 2 S 2 3000 2 1 2 1 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 3000 2 3 2 3 3 3 3 3 3 3 4 3 4 3 s 3 S 3 4i00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 S 3 6 3 46.00 2 3 2 3 3 3 3 3 S 3 6 3 6 3 5400 2 4 2 4 3 4 3 4 3 1 4 4 S 4 6 4 7 4 60.00 2 4 2 4 3 4 3 S 3 S 4 S S S 6 S 7 S 66.00 2 4 2 4 3 s 3 S 3 6 4 6 S 6 6 8 7 6 7160 2 S 2 S 3 S 3 6 3 6 4 7 5 7 8 7 7 7 CHART e2 Number of anchors required (with rigid fillers) Fame Fame width (In) eight 24.00 30.00 3600 42.00 4800 54.00 60.00 66.00 7LS0 In) HIS amb H6S amb HIS mb H65 mb HIS LambHIS Lamb HAS Jamb HAS amb HIS Jamb 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 2 1 3 3 J 3 3 3 1 3 1 3 3 S 3L.3 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 4 2 4 3 4 3 4 J 4 4 4 4 4 4 4 S 4 4 2 4 3 I 3 1 3 4 4 4 4 4 4 4 S 4 4 2 4 3 1 3 1 3 4 1 1 4 4 4 S 2 S 3 S 3 S 3 S 4 S 1 S 4 1 S S SEE SHEETS 4.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ• PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE 6: FINLESS ELEVATION & CHARTS DRA16tt DOD ND. J.L. 08-02357 suuE NTS — 09/03/14 SHEET 2 OF 12 L AMATO LOA44S P.E. 1432 WOODFORD RD LEWISVXLE. AC 27023 434.66 -OW Alemas&Awnespe csm SIGNED: 1111512016 R ILOff///i G E H So-gd+ 9AT 5 OF ;'. 0'° Fsn Luis R. Lomas P.E. FL No.: 62514 71 FI I HI 6' MAX 72 1/2- MAX FRAME WIDTH i--r 18' MAX O.C. —{ 1 00 18' j MAX O.C. 1/2' IAX AME IGHT jy 6' MAX REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REOUIRED 2 1/2' MAX FRAME WIDTH 6' MAX t::F 18' MAX O.C. j MAX O.C. 71 1/2- MAX FRAME HEIGHT 1 l oo 6" MAX REFER TO CHART 13 -- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING i60.0PSF NONE NOTES: I. MAXIMUM D L.O.: 69 34'X 66 34• REvISKM DESCRIPMN DATE I APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART 13 Number ofanchors required (fin Installation Frame Frame width (in$ Mght 24.00 3ake 36.00 42.00 4800 04.00 60.00 66 00 72 SO in) HtS amb HAS amb HAS amb HAS amD HAS amb HAS amb HAS amb HAS ambr' s amb 24. 00 3 3 3r 3 3 4 3 4 3 4 3 5 3 S 3 3 00. 00 3 3 3 3 4 3 4 3 4 3 5 3 5 3 3 36. 00 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 3 4LO0 3 4 3 3 4 4 4 4/ 1 4 s 1 5 148.00343344444445454464. 00 3 4 3 3 4 4 4 4 4 4 4 5 4 5 4 4 60. 00 3 5 3 3 5 4 5 4 5 4 5 5 5 5 5 6 5 0. 00 3 5 3 3 5 5 4 5 4 S 5 5 5 5 6 5 7t 50 3 6 3 6 3 e 4 6 4 6 4 e s e 5 6 6 6 SEE SHEETS FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARK T ST. GRATZ, PA 1 030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN ELEVATION tit CHART oaATnL: Da0 ta. J. L. 08-02357 Se"' NTS JDATE 09/03/ 14 ISHW3 OF 12 L ROBERTO IOAIAS P.E. 14M WOODFORD RD LEWISVXLE. MC 27023 434d66. 0609 diomaspi amasp om SIGNED: 11/15/2016 ENITAT S L tLE\ r i F 'Q(ORIOP• B i iSS ONA;1 f`at\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN I EDGE DISTANCE WOOD FRAMING I 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 110 WOOD SCREW EXTERIOR A1rcolno 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4' MAX. SEALANT r SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2x BUCK EMBEDMENTBYOTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1/2' IN. EDGE DISTANCE INTERIORI 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLOCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE r3/4' MIN I EDGE DISTANCE 1 /4' MAX. Li r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX F SHIM SPACE 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/a' MAX, r SHIM SPACE INTERIOR 10 SMS OR ' SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RLVIsalrs • • REV DESCPoFIIDN MTE APPR040 A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1 INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN, REDnNO. V J.L. 08-02357 B SCAIE N T S MTE 09/03/14 1 S"EET4 OF 12 L. RO SERTO LOM4S P.E. 11A2 WOO DFORD RD LEWISVILLE, NC 27029 434.sm-0609 Awns@*bn.sa mn SIGNED: 1111512016 D// iGENSF91P 0 6 0AT OF w RIOP. `'\. SS/NAjIIi1IE G\ Luis R. Lomas P.E. FL No.: 62514 REVr"S REV DESCRRRIDN 1 DATE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 r o CONCRETE/MASONRY BACKER ROD 1/4- MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 • 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16- TAPCON BACKER ROD APPROVED SEALANT MAX 2 OPTIONAL 1X BUCK SHIM SPACEHIM IN. MIN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY L BACKED ROD BY OTHERS isS11/4" MIN. APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL 4 ' CONCRETE MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC R-LLO?/ XoWw. MADKGRATZ. PA 17030 J0, v••GENd'F9S NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0,,6126 *= I.INTERIOR AND EXTERIORFINISHES, BYOTHERS, 73" X 72" NON -IMPACT Jk,('1( r c Dp?• NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS yD ; STAT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTNASTME21I2 izO;c10R10T: DRMWDwGND. REv J. L. 08-0 2 57 8 LLE aTE NTS09/03/14 5 OF 12 L. ROBERTOLOAIASPE 11321VOODFORD RD LEWSKLE, NC 27023 LUIS R. Lomas P.E. 434. 6884M FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT r 01114007.1 BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN EDGE DISTANCE 1 1/4' MIN. r EMBEDMENT 1/a' MAx. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4' MAX. SHIM SPACE MIN EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4' MAX. EMBEDMENT I r SHIM SPACE RIGID FILLER 1/2' MIN. F AEDGEDISTANCE 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD - APPROVED SEALANT METAL STRUCTURE BY OTHERS 1 3/4' MIN. EDGE DISTANCE r3/4' MIN I EDGE DISTANCE 1/4' MAX. r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/a' MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE TRIGID FILLER 10 SMS OR — SELF DRILLING SCREWS EXTERIORMETAL STRUCTURE CEEE6fBACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTIDN DATE APPROVED A REVISED INSTALLATION DETAILS 06/Ol/15 R L. B REVISED NAME AND ADDRESS 10/27/16 R L. NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WIND LLC IR I i10OWwMNDKb00RS, ST.\\'\\C, GRATZ, PA 17030 GENS,9% SERIES 185 ALUMINUM FIXED WINDOW TtM-TATPOF 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 1D DRAWN Dwc No REV i iOFS •A`•fpRl G J. 08-02E357 B L. aiENTS 09/03/14 6 OF 12 L ROBERTO LOMAS P.E. 1432WOODFORORDLEWISVILLE,N627023 LUIS R. Lomos P.E. FL No.: 62514434-M-0609 iAwws@tbmspe c*. REVISIONS " REV DESCRIPTION WE I AP7RWED 2 1/2• MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I 8 REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTHERS : •. 1 1/4' MIN a • e• ', 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 CONCRETE/MASONRY BACKER ROD 1/4' MAX. BY OTHERS 1/4• MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT IX3BUCKOPTIONRIGIDFILLERSEEVIAL RIGID FILLERSHEET1 3/I6• TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16• TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT1/4' MAX. 2 OPTIONAL 1X BUCK SHIM SPACEHIM MIN. IN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR I CONCRETE/MASONRY L_ '• BACKER ROD BY OTHERS 1 1/4" MIN. SEAAANTOVED A e. EMBEDMENT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ANDMARDOORS,DOORS, LLC ET ST. C E GRATZ, PA 17030 v • NS •9iP FNOTES., 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. SERIES 185 ALUMINUM FIXED WINDOW 0y6126 *- NOT SHOWN FOR CLARITY. 73" X 72" NON —IMPACT enst07= 2. PERIMETER AND JOINT SL:ALANTBYOTHERS TOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS p ; STATE OF, DESIGNED IN ACCORDANCE WITH ASTM E2112 omwN: Dlrc No REv ORIOQ. • . J.L' 06 02E357 W,E SCAU NTS09/03/14 7 OF 12 L ROBERTO LOMAS P.E. Luis R. Lomos P.E. 32 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-M-0609 dbMAt@Ybmups mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 010 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4' MIN EDGE DISTANCE A 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW REVISIONS REV OESCRV1gN DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. 9 REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLERAPPROVEDSEALANT1/4' MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4' MAX. I SHIM SPACE NOTES' WOOD FRAMING 1 1/4" MIN. METAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OR 2X BUCK STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE WITHASTM E21 #2 3/ 4' MIN I I 1/ 2" MIN EDGE DISTANCE EDGE DIsrA ICE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT F SHIM SPACE 4 1/2" MIN. EDGE DISTANc INTERIOR IIf 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. SHIM SPACE 1/ 4' MIN. 3INTERIOREDGE DISTANCE 1910 SMS OR - SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERSAPPROVEDSEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN: 017C N0. R J.L. 08-02357 u•..E NTS DATE 09/03/14 s-ETB OF 12 L ROSERTOIOMASP. E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-M- 06099 Aon mmstb a SIGNED: 1111512016 JxS R Ili 0I,/// C+ENSF9iP• QAT w Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD do APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD do - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE e 1 1/4" MIN. e e' " EMBEDMENT 7J1/4' MAX. SHIM SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON 1/4" MAX. SHIM SPACE e' 14 e e.. .. e 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAl1ASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT o CONCRETE/MASONRY , BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 RENSUNS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. r 1/4" MAX. SHIM SPACE e. . 3/16- TAPCON INTERIOR 2 1/2" ' MIN. o EDGE DISTANCE EXTERIOR BACKER ROD & J • ' APPROVED SEALANT 1 1/4" MIN. BEHIND FLANGE EMBEDMENT JAMB INSTALLATION DETAIL CONCRETEWSONRY INSTALLATION SIGNED: 1111512016 NOTES. MI WIND OWw MNDK DETOORS, LLC GRATZ, PA 17030 J\5 a IIL10 9,% GENSF ,p 612 •*- SERIES 185 ALUMINUM FIXED WINDOW,1N0 I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS GrB,((rf'rr TAT OF ; W- 0. r0R, EI C' 77410NA j1O \ DRAWN, owc 08=02357 a SCALE au 51anNTS09/03/14 9 OF 12 Luis R. Lomas P.E. FL No.: 62514 L. ROBERTO LOADS P E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.6CC•0609 Ao s®i/pmasjw m WOOD FRAMING OR 2X BUCK BY OTHERS BACKEW ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR f10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4' MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4' MIN. i; OR 2X BUCK EMBEDMENT BY OTHERS l 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT 1/2' MIIN. EDGE DISTANC S10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. r SHIM SPACE r- RIGID FILLER INTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RLVISgNs " REV DESCRFWW WE APPROVED 3/4' MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL r EDGE DISTANCE STRUCTURE B REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4' MAX. SHIM SPACE BACKER ROD & T APPROVED SEALANT RIGID FILLER BEHIND FLANGE 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4• MAXWL1SHIMSPACE NOTES: METAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX. T__ rSHIM SPACE RIGID FILLER 3/4' MIN. / INTERIOR EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY'OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLC R IIL10/,,,,,, w. MAAND KGRATZ, E N. PA 17030 v, •G 0,,fi126SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT iy ,MO2• _ FLANGE INSTALLATION DETAILS WITH RIGID FILLERS l ; STATE OF ON". auwm Oft NO. REV IJ.L. 08 57 a Luls R. LOmos P.E. FL No.: 62514 LE alE NTS 09/03/14 10 OF 12 L ROBERTO LOMAS P.E. 1432WOODFORDRDLEWISVILLE.NC2M23 434•ED 4w AklrrusQYbmetps mm CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2• MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4* MAX. SHIM SPACE RIGID FILLER OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON INTERIOR 3/16" TAPCON 3/16- TAPCON RIGID FILLER 1/4* MAX. SHIM SPACE I 1 1/4• MIN. a EMBEDMENT n 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4* MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 2 1/2- MIN. EDGE DIST IANCE J REVISIONS REV DESCRIPTION D.IE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 10/27/16 R.L. 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR EXTERIOR7- BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC R o i// NOTES. 1. INTERIOR ANDEXTERIOR FINISHES. BYOTHERS. o. wET ST.\`\\`5 t NOT SHOWN FOR CLARITY.GRATZ. PA 17030 GENS4•9d+ F . SERIES185 ALUMINUM FIXED WINDOW*• 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBEDy61?61 •'' DESIGNED IN ACCORDANCEWITHASTME211273" X 72" NON -IMPACT l{I FLANGE INSTALLATION DETAILS WITH RIGID FILLERS STATE OFIy 0 10MD'i DRAwNamo No. OB2E357REVa iiS ONA. Na\``\ suLE aiE NTS09/D3/14 11 OF 12 Luis R. Lomas P.E. fL NO.: 62514 L. ROHERTO LOWS P E. I4M WOODFORD RD LEWISVILLE, NC 27023 434.6!!•0W9 dbm s@*Ab usM mm APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 6 WOOD WOOD SCREW FRAMING BY OTHERS 1 /4' MAX. F SHIM SPACE WOOD FRAMING —I 1/4" MAX 3/8" MIN SHIM SPACE8YOTHERS EDGE DISTANCE p6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1/4" MAX I r SHIM SPACE 3/8" MIN EDGE DISTANCE JS6WOOD WOOD SCREW FRAMING APPROVED 1 1/4_ MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT T— APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REWSIDNS REV DESCRIPTIDN MlE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS J.L. 1 08-02357 5CM1 NITS JDATE 09/03/14 sNEET 12 OF 12 L. RMRTO LOMAS P E. 14M WOODFORD RD LEWISVILLE, NC 27W3 434-w-mg Abmsoabmasps comm SIGNED: 1111512016 1R I IL 0,i icp D 610. *= TATE OF io• cZORI II 0G\`` Luls R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 e' Era Gas Home Lop In User Registration Hot Topics ( Submit surcharge suits h Facts ; Publications i FBC stag • SOS site Map Links search ; a Product Approval USER: blicUsedb0-= Product Aooroval Menu > ProduR or AoollnUon search > Aoolintlon List > Application Detail FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 bsitlingeromiwd.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 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. Urich, PE j 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 FI t S3S3 R3 COI FLCOI.Ddf Standard AAMA 450 Method 1 Option D Year 2010 httnc•//txrnxnxr flnrM;ihtiiN;na nra/nr/nr inn &I acnv7nnram=wCTF.VXOwtT)atT49572ovdWTS... 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 V Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 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 FL15353 R3 AE S120728.odf 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 FL15353 R3 11 08-01439B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 512063B.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 FLIS353 R3 11 08-014498.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 FLIS353 R3 AE 512073B.Odf span: 1S6-3/8" Created by Independent Third Party: Yes 15353.4 S765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 I1 08-01440B.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 5120648.odf span: 83". Created by Independent Third Party: Yes 1S353.5 CM-18514 Vertical Alurinum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 11 08-014428.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 5120668.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 FL153S3 R3 II 08-01451B.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 S12O75B.ndf span - 1S6-3/8" Created by Independent Third Party: Yes 1S3S3.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 11 08-01452B.odf Approved for use outside HVHZ: Yes.: Venfied 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 FLIS353 R3 AE S12076B.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18S31 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01443B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 httns://www.floridabuildina.org/nr/nr ann dtl.asnx?naram=wGEVXOwtDatH8572avdWIS... 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 512067B.odf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 11 08-014538.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 FLIS353 R3 AE 512077B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18S33 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL15353 R3 II 08-01444B.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 FLIS353 R3 AE 512068B.Odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FuS353 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 FLIS353 R3 AE 5120788.odf span: 156-3/8". Created by Independent Third Party: Yes Peck next Contact Us :: 2601 Plalr Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have One. The !malls provided may be used for Official communication with the licensee. however email 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 455, F.S., please Uidt here_. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtH8572gvdWlS... 2/1 /2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 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 ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. 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 THE 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 WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED ANO MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REOUIREO DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH — WI + W2 2 REVISIONS REV I OESCRUITION MIE '"ROVED A IREVISEO INSTALLATION DETAILS 06/10/15 R.L. 1 8 1 REVISED ANCHORING NOTES do INSTL DET 1 06/07/17 1 R L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE S 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT WITH I' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE # 10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER) 0. METAL STRUCTURE —STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=3OKSI .062• THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE B 10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6' FROM EACH MULLION END AND 12' MAX O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET N0. DESCRIPTION I I NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. 1 08-01439 iQ" NTS IWE 01/11/12 1 s'w I OF L R08ERTOLOMASP.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.6W4609 i6vmes A6laruRo GDm SIGNED: 1011312017 1R . I to fir • ,1fJ10 t6 5. 07/"/vST/ATE OP ; Q ONA'I? G\ Luis R. Lomas P.E. FL No.: 62514 107 3/8- COMBINEO WIDTH W,-{r W2- 83"1 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I / T 107 3/B- OMBINEO WIDTH WI -{r W2 -- 83' LwHFRAME HEIGHT MULLION SPAN) ` J 107 3/8' COMBINED WIDTHFW_ wz 83" 1 WINDOW FRAME HEIGHT WINOOK WINDO MULLION r1 SPAN) 1 W1 ---F'- W2 107 3/8" COMBINED WIDTH Design pressure rating (psi) Tributary width (in) 10.13 25.50 36. 00r35 40.00 52.13 1200 1200 120.0 1200 1200V120.0 120.0 1200 1200 120.0 1200 98.3 81.2 75.2 75.1 71.0 52.2 39.7 33.4 32.3 59.6 43.7 33.0 27.4 26.3 44.9 32.7 24.4 199 19.0 84,00 281 203 LARGE AND SMALL MISSILE IMPACT, LEVEL O, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8- COMBINED WIDTH WI W2 83' [J/ I.DowFRAME VrNDOW HEIGHT MULLION SPAN) ` J /J F_ 107 3/8" COMBINED WIDTH wl wz 83' 1 1 WINDOW / FRAME HEIGHT WINDOJ WINDO MULLION SPAN)1 1 1 W 1 - - - W2 107 3/8- COMBINED WIDTH I REV I OESCRWTION I are I APPROVED 6 A REVISEO INSTALIAT10N OETAI S 06/10/15 R L I0REVISEOANCHORINGNOTES & INSTL OET. 06/07/17 R.L 107 3/11" COMBINED WIDTH wl wz 83" 1 WINDOW I FRAME HEIGHT WINDO!j WINDOW MULLION SPAN) J W1 IF W2 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design pressure rating (psi) with reber Mullion span (In) butary width 18.13 25.50 36.00 42.00 In 48.00 52.13 25,00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.011200 120.0 120.0 120.0 120.0 49.63 1200 98.3 81.2 76.9 75.2 75.1 62.00 95.2 70.0 53.3 481 44.8 43.4 65.63 80.0 58.6 44.2 39.7 367 35.3 72.00 60.3 43.9 32.8 29.2 26.7 25.5 64.00 37.7 27.3 201 17 7 160 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN. me No. REV V.L. 08-01439 B sr NTS DAB 01/11/12 -2 OF 4 L R06ERTOLOMASP.E 1432 WOOOFORO RO LEWISVV EE. NC 27M3 434.6884W9 dbMas@#trn&A saom SIGNED: 1011312017 Luis R. Lomas P.E. FL No.: 62514 O• J•' .. I' MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION MASONRYAANCRETE AND WOOD FRAMING, INSTALLATION NOTE CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. WOOD FRAMING/ 2X BUCK BY OTHERS REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/10/I5 R.L. REVISED ANCHORING NOTES & INSTL DEL 06/07/17 R.L. MT000022 CLIP J10 SMS OR SELF DRILLING SCREW I\ 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION METAL STRUCTURE BY OTHERS SIGNED: 1011312017 MI WINDOWS AND DOORS, LLC I I` ow 650MARKET STREET JSW. 6NS PA17030-0370 9,/' tipGRATZ. y1110y6T25 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS i(t(> STATEOF ; Fs;: c[ORIOP DRAWNuacNoREVOB B S/ONA j1\ Luis R. Lomos P.E. FL NO.: 62514 501e439 saltaleNTS01/11/12 3 OF 4 L ROHERTO LCMAS P E. N32 WOODFORD RD LEWISVILLE, NC 27023 01- 6m-0609 r9mosoftmaSOa eam F-- 2.140" —I U -.J1 I SECT5764 MULLION ALUMINUM 6005-TS .125' THICK 1 r-- 0.688' F- 1 " RF-11 REBAR 16 GA (062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3.261' 0.625' L 0.843' I3' MT000022 CLIP 16GA (0637 GALVANIZED STEEL SEE NOTE 2 6 3. THIS SHEET. 4.000" 3.750' 2.189" 1 0 0' 0.375" 0.843" 1.562" 2x oO.21o" r 1.5I62" aJ SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125• NCK RLVSIDMS DESCRIPRON DATE APPR04D REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES h INSTL DET. 1 06/07/17 1 R.L. 3.750" 1.000' 0.375" 0 422• 2.032' L 0.843" t3" 2.875" SECT5796 CLIP \— 2x 00.210' FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125'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 soar NTS — 01/11/12 — 4 OF 4 L ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.666-0609 Ad SdD lD.MSP. Co. SIGNED: 1011312017 11aI li 1/109 D 51 •*= OF RD/ 'OF;1c ORtO•G Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 SCIS Home Log In User Registration j Hot Topics Submit Surcharge Sats a Faaa j Publications FSc Staff SCIS Site Map Links Search a Product Approval usER: Public userdbpr Product Approval Menu > ProduR or Apoliation Search > Application List > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived G 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 Cl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eouiv RIO-2692B-17 ASTM C1186 eouivalencv.odf l,ttn•//tinanxr flnrirlahtiilrlinrr nrrF/nr/nr nnn At] acr%v?nnram—w(TFVYOu4TlnvRL-6hcv7A6F( 9/6001 R 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 Summary of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL tF 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 cemoanel-installation.odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: 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.odf 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 R4 II HardiePanel- Installation. odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.0df Impact Resistant: Yes FLi3223 R4 II RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: 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.odf 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 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL0223 R4 11 NOA 17-0406.06.odf Approved for use outside HVHZ: Yes FL13223 R4 11 Prevail-Panel-Installation.odf Impact Resistant: N/A FL13223 R4 II RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: 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.odf 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 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do not send electronic mall 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 27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for offidal Communication with the licensee. However email 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 45S, F.S., please click 0=. Product Approval Accepts: Q® LET07 iCArri Q http://www. floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 Credil, -Card Safe http://,A,xm.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 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. 0 Hardie Pan JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 MW INSTALLATION REOUIREMENTS RESIDENTIAL. SINGLE FAMILY ONLY - PRIMED & COLORPLUSa PRODUCTS Visit tmw,6amashaidie.corn for the most recent version. SMOOTH III 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 HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position aAing station so that wind vAg blow dust away from user 1. Cut only using score and snap, or shears (mantial, electric or pneumatic). and others in working area 2. Position cutting station in well -ventilated area 2. use one of the following methods: a Best L Score and snap ii. Shears (manual, elearic or pneumatio - NEVER use a power saw indoors b. Bader: L Dust reducing circular saw ewipped with a - NEVER use a circular saw blade that does not CalTy the HardieBlade saw blade trademark HardleEllade` saw blade and HEPA vacuum earaction NEVER dry sweep — Use wet suppression or HEPA Vacuum G Good: i. Dust reducing circular saw with a HardieBlade saw blade ony, use for low to moderate cutting) Important Note. For maxumum protection (lowest respirable dust productim), James Hardie recommends always using -Best'-terel a>bng methods Mare leasbbe. NOSH -approved respirators can be used in conjunction vAth above dulling practices to Wier reduce dust e"surm. Additional eposree information IS available at wvrw.)antestwrdie.00m to help you determine the most appictinale cutting method for your job requirements tl concem sty adsts about eiposure levels or you do not comply with the above practim. you should always crosuY a qualified industrial hygienist or contact James Hardie for further information. swsrioe GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardieCommercial.com HardiePanel vertical siding can be Installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreenRumng) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrape Weather Barrier, a non -woven non -perforated housewrapl , 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 siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to CoforPlus section pa a 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. For larger projects, including commercial and mufti -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 Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" 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 caulked (Not applicable to ColorPlus Finish) (fig. 2). HardiePanel Vertical Siding Installation a Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints -Provide Z-flashing at all horizontal joints (fig. 3). Figure 2 Figure 3HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge 4 Stud viater-resistive water-resisilve nailing distances. 2 x 4 stud tamer barrier r el I Figure 1 Stu uPPe Pan Cfo not 1/4" 9aP upper pane Cio not 1/4" gap water -resistive Caulk Caulk bonier sheathing HardiePanel Batten.Joint "H° Joint 2-hashing } 2-fWstiingt 0 o vertical siding water-resistWe barrier decorative band board keep nails 3/8' min. from panel 2 x 4 stud O O lower panel panel edges plate p o leave appropriate gap between Recommendation when Figure 4 o panels, then caulk' installing Siena 8, proviOe moderate contact Caulk Joint Not applicable to ColorPlue Finish) a double stun at net joints to avoid nailing Uakeepfasteners2' Apply caulk in accordance vAth caulk through grooves. away from comers manufacturer's written application instructions. For additional information on HardieWra TM Weather Barrier, consult James Hardie at 1-866-4Hardie or wvImhardiewra .com WARNING: AVOID BREATHING SILICA DUST James Hardie• products Contain respirable crystalline silica, whim Is known to the State of California to cause cancer and is considered by IARC and MOSH to be a cause of Cancer from some occupational sources Brea -Jung excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease caged silicosis, and has been linked Win other diseases. Some studies suggest smoking may Increase these risks During Installation or handling. (1) work in outdoor areas whit ample vemllation, (2) use fiber cement shears for cutting or, vmere not leasible, use a Hardie8lade• saw blade and dust -reducing circular saw ana;hed to a HEPA vacuum; 3) warn others In the immediate area, (4) wrar a Prowity-Imeo. MOSft-approved dust mask or respirator (e.g N-951 in accordance with applicable government regulations and mannacturet insvcuons to further limit respirable snip exposures. During dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Shear available at vwnv.lameshaidle.com or by calling 1-800-911AAIOIE (1-8W-942-7343). rAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH mmrrn HS1236 - P1/3 1/13 AZ >ow Im CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 5 stun conuetefoundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding gutter and end cap Maintain a minimum 1" 2" clearance between James Hardie® products and paths, steps and driveways. Figure 6ggIIIll .fllT' ftnt,t JW Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 Do not bridge floors with HardiePanele siding. Horizontal joints should always be created between floors (fig. 10). Water- Resrstrve Samar Figure 10 Horizontal Trim sneatfting rasGla ' HardiePanel• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 36" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1 % 2" clearance between the roofing and the bottom edge of the siding and trim. min. Maintain a 1 /4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Refer to fig. 3 on page 1. 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 Framing roof intersects a sidewall. The roof must be flashed whh step Flooring 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 subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping be, the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100* - 110e to maximize water deflection Fasteners must be corrosion resistant, galvanized, or stainless steel. Elecfro-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 6 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 present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 9711 Countersunk fill &add nail Figure A do not under Figure B drive nails Oo NOTSTAPLE 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 - P2/3 8/13 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad 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. I DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® 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 6 the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlusO 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 ColorPlusG Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry 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 COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew 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 RECOGNITION. In accordance Meth ICC-ES Evaluation Report ESR-1844, HardiePaneld4 vertical siding is recognized as a suitable alternate io that specified in the 2036.2009, 8 2012International Residential Code for One -arid Two-FamW DHregings and me 20,36. 2009, 8 20121ntemational Building Code. HardiaPanel vertical siding is also recognized for application In the fdlovnng: Gry of Los Angeles Research Report No. 24862, State of Honda listing FLA869, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, Gry of New York MEA 223-93-M, and Califomla DSA PA-019. These documents should also be consulted for additional information ainceming the sultadtm; of this product for specific amicat". C 2013 James Hardie Building Products. All rights reserved. TM, SM, and dD denote bademarks or registered trademarks of James HardieTechnology Landed 03 is a registered trademark of Jams Hardie Technology Limited. Additional Installation Information, Warranties, and Warnings are available at 101 Jae esHardie www.jameshardie.com HS1236 - P3/3 6/13 0000bQMILAMMI-DMADE COUNTY e , Fbgawa .. . r wCREDII0 t LABORAT0 ACCREOr'I'ED L Ei _, .b.- EUN wsoawroRr 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/ACI530-13/ASCE-5-13 5. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (140'edition)) 6. Cold -formed Steel: AISI'100.12 7: Aluminum: ADM-1-2015 In addition, I am making the following Statement of Independence as requested: 1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial 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 Ogaws 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, Ronald I. Ogawa, P.1E.. 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 ronOriooawa.com CC: Roger OgaWa — RI Ogawa & Associates, Inca Karen Ogawa — RI Ogawa & Associates, Inc: Lab Address: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: rocer(Driooawa_com Mailing Address: 16835 Algonquin St. 9443, Huntington Beach, CA 92649 • Phone (702) 491-3710 • Fax (714) 91)8-1815 • E-mail: debbvO:ioc iva.cam Engineering • Quality Control .'Product Development • Inspections • Code Consulting • Expert Witness . Testing M IAM I•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Ivliami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv 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 Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets l 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. MISSILE 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. NOA No. 17-0406.06 MIAMIAPPRO COUNTY Expiration Date: May 1, 2022 Approval Date: May 4, 2017 4/27/2017 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 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 # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5a' edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 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 WALL LENGTH Stud Spacing at 10' O.C. tw 4 I1.G KWALL PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 By oft 112622 B I Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance 9 LrA Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding 1 Water -resistive barrier per Florida Building Code Section 14042 518" 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 by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick 15 ply APA rated plyvmd sheathing in aecodence with Flodda Building Code Section 23' Water -resistive barrier per Florida Building Code Section 1404.2 Y X 4' S-P-F Wood Studs HardiePanel, TIoM1 -j Cempanel, Prevall Panel Siding PTP3QD-mr p-M LOW anet®, HardiePCempanelO, & Prevail® Parcel Sidiifg materials are nonasbestos fiber -cement pnOducis tested In accordance with ASTM C1186 Grade 11, Type A and meeting the requirements ofthe Florida Building Code. PMEL MM—M JAMS Width Length Thickness 4' 8,9,10' 5/1ti' RFSJL - PRESSURE -RATING Installation Design Pressure Wood Studs .76 psf Impact Resistant - Planks installed over -W thick / 5 ply APA rated plywood sheathing rq pg(•Mr.,,_Iyp,QN.E_l, PREVA.ANEL SID1NC 1_NSTAL.1.1Ai10 1 DETg1LS All installation shell be done In conformance with this Notice of Acceptance, the manufaoturer's installation recommendations, and the applicable seklions of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Slding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA Note 1] 51W thick / 5 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322-3. sheathing suppodec Thesidingpanelsshallbeinstalledover5/8' thick 16 ply APA rated plywood by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note2] The siding panel fastener shall be a 2' long, 0.W' head diameter, 0.092" shank diameter, corrosion resistant siding nail: 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 / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL I INSTALLATIONDETAILSWOODSTUDCONSTRUCTIONJames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DWG NO I RM/ A I I PNL.PLK-SOFF Creator. E. Gonzales IscuE 1/2" =1'-0' I Date: 4/24/2013 larrser 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 F. r lI. l te aucralrvl e a mmifi* With at.Fmddp adieus Code Aa pwre NO ! 2 of I'rnduci nerd I Fastener Spacing per Florida Building Code Section 2322.3 I PRODUCT RENEWED in C.ode as complying with the Florida Building Code AawVtow Nk, 4-/ / J' 4 7 NOA-No. 17-0406.06 By Explratlon e05/01/2022 Muni Ir'roaea CAohvd gy Miami- a duct Control F-R&MING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-VT 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMESARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SEE k(Z NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 g4AJD i THE PANEL IS FASTENED WITH 27 LONG, 0.223" HEAD DIAMETER, 0.092r' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing I. I It N t k- SiA o 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 AvenueWINFontana, CA 92337' hone: 90"5"300 SIZE FSCM No om No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales soue I"- 1'-0" Dale: 424/2013 steer 2 OF 12 1 WALL HEIGHT il'7 WALL LENGTH Stud Spacing at 16" O.C. B-4- 1 I. -1 .I rrt i i i OGRi ioi.4cr L'vIiaompiYnitV*h Rurida I Irr r I t1, t I• 4 i rl gIy t; PrfI I "i STATE i. i i 1 i j t1 ••. P_TTA 2 Florida PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 B t--! I( 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. Expiration D e05/01/2022 209a, 3.5/8" X 1.5/8" Metal C-stud The wall and sotrd frames are to be designed By by the Architect or Engineer of Record InMtamtaaProductControl l compliance with the Florida Building Code. SEE DETAIL A 6/8" thick / 5 ply APA rated r plywood sheathing fastened to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 1404.2 20ga, 3-M" X 1• 198" Metal C•stud PROQUCT Dr;S-Q-8 '9P-N HardiePanel®, Cempanel®, & PtevaitV Panel Siding materials are nonesbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. Elg MMM-W-110I_NS Width Length Thickness 4' 8,9,10' 5/16" QESIG_N}3 SSURE R ITJ)J_G_ Installation Design Pressure Metal Studs -104 psf HardlePanel, Impact Resistant - Companel, Panel installed over 6/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HAi D1).EA IELyCEMPAN LLPgE(A L PANEI.SIDING il S l1,4,ZON DETAILS All installation shall be done In conformance with this Notice of Acceptance, the manufacturers 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 Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ENote 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all Intermediate supports using a No.8-18, 0.3W' head diameter x 1-114' long bugle head screw The siding panels shall be Installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum toga, Nominal 3-518" X 1-50' Metal C-studs spaced a ma)dmum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.316" 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 / 5 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. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10201 Elm Avenue Fontana, CA 92337 No I DM NO I REV Fax 909A27-0634 i A I I PNL-PLK-SOFF Creator. E. Gonzales ISCALS 1/2" o V-0" I Date: 4/24/2013 ISHEET 3 OF 12 6.00in. 6.00in. I .I I I II PRODUCT RENEWED as complying with the Florida 3ullding Code VOA -No. 17-0406.06 I' xplration te05/0112022 6.00in. ty PjzoDUC.T REvL9W wes t w IrkcWa Aasgm®m Tio ! `" 311 lr jlpirstion vox ' 7 8y Mi>mr edc Plddact 1:c+nhot T I I' I• I n. I II, II II I• I I I M10DgCr REVIseD s c'esyiv6 with die Florib we At ' tx>c c FRAMING NOMINAL 20 GAUGE 3-5/$" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SFZE}\iHING NOMINAL 518" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT W OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NOAAS, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CtLJ1DDING 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), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing I I' I Sheathing II I•I I I II I' I,I I.I I I I I till QQrt se• + I I ' 121 I I I I •it' I'I • •i =0 FCORIOP• '' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD NOT PART OF THIS APPROVALOVAL (MUST PROVIDE ALTERNATE PROVISIONSFOR THESE LOAD ) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Eim Avenue Fontana, CA 92337 r I1V116. Fax 909-427-0634 PA PNL-PLK-SOFF Creator: E Gonzales 1" 1' 0" Date: 4124&013 SHEer 4 OF 12 WALL LENG7 SEE P od-pl— DESCgI TJdL Stud Spacing at 16 O.C. DETAILA prevalPlank®, Lap Siding 8-t--. Prevail®Plank Lap Siding materials 5/8" thick 5 pq are nonasbestosfibercement fir —.___ i .___ _.-7._. M._.--.-, i-----•-1-i- , ) rated pywoody q products tested to accordance withTT_ r,' !. I - ASTM C1186 Grade it, Type A and sheathing in accordance with meeting the requirements of theIII I f I i i i). it r ' Florida Building Code Florida Building Code. l I as ?+I7+a6 with r1 _ Section 23223o.D ENSIGNSII. Bic I a, , , _ P9 E.JM WALL Water -resistive Width Length Thickness HEIGHT i j ! F cpirid,cn » - barter per Florida 59-1/2' 12' 7 i S116" i i ( ;,i •• 1 Building Code Mi ace Control n ! -% Section 14042 pEst_GN PRESSURE RAT_[N_Q i I I,I i.. 1.. cc;. 2" X 41 S-P•F installation Design pressure r Wood Studs Wood Studs -92 psi p 9t to Siding Impact Resistant - B I SS 0 N X\- S CTJo Planks Installed over 5/8" thick / 5 ply 3/4" Minimum Edge Distance Nalls at 16" O.C. (typ.) B-B 1.114' jail X 5/16" APA rated plywood sheathing thick startek strip Di=TALL 6 -Sheathing fastener, as HABjQIFPLA-LA-A-.I.LA_SIDING,i-STALLATLO_N-D-F-TA_1),.S described in Note 1 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 be designed by an Engineer or Architect per the Florlda Bullding Code and the requirements of this N,O.A Note 11 SM" thick 16 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. vL described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide PIRt y;,„i,b F laps at the top of the plank such that the exposure area of each plank Is:5 &1/4" vertically. AND HardiePlank, [Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092"shank diameter, 11s S Cemplank, Prevail corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 518" thick 15 pry APA rated plywood sheathing, fasteners Lap Siding are placed In the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. rtti. ds repot / Water -resistive barrier The planks shall be Installed over 5/8" thick / 5 ply rated plywood sheathing supported by a per Florida Building minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C_ Code Section 1404 2. Fasteners shall have a minimum edge distance of 31V HARDiEPLANIK CEMPLANK, PREVAIL LAP SIDING 518/thick / 5 ply INSTALLATIONAPAratedON DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened (a — PRODUCT RENEWED In accordance with Florida • James Hardie Building Products, Inc. as complying with the Florida Building Code Section ' 10901 Elm Avenue Building Coda 2322.3 • Fontana, CA 92337 NOA-No. 17-0406.06 Expiration te05/01/2022 2"X 4" S-P-F Wood Studs Phone: 909-356-6300 size Fscra"° PLDVM NO Re The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 By by the Architect or Engineer of Record In Miami p a Product Control comoliance with the Florida Building Code. Creator. I- Gonzales sc E 1/2" 1'-0' Dale: 4/24/2013 SHEET SOP 12 Fastener Spacing per Florida Building Code Section 2322.3 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.75in - r - Expirat':lon D e05/01/2022 By -02 Miami-aMiami-iYadfi Product Control I a complyke wit ft PEaida Amrpt t No t -'-' 1 /. 0' lay 58, 2Mimv adel' rodaetCotehol FRAML—z 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 cXADDJM PLANKS OVERLAP 1-1/4' THE EXPOSURE IS 58-1W THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION. RESISTANT SIDING NA)LS,-PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION In. Fastener Spacing per Florida I Building Code Section 2322.3 Cladding Framing Sheathing moDUCI' REVISED . I .l ttttt• .- S in «,o ri+g wh6 the ifortd t iir I N rs-0 zNQ. 121 STATE OF F ORIOP. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AZ'dffAV6rLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 A I I' PNL-PLK-SOFF 11 b V- 0, I Date: 4/24/2013 I SHM 6 OF 12 Stud Spacing at I I I WALL I IEIGHTr i r rl1 . ri 3/4' Minimum FTA&L PRimbver •visED W"Wivi wwith Ae Florida bVALL LENGTH SEE p ppUCT DESCi2IPTIQJ C' DETAIL A HardiePlankO, Gemplank®, and s18" chick / 5 ply APA Prevail& Plank Lap Siding materialsannsbestofiber -cementl .__,...._._ _ •rl -- — I r rated plywood re 0 a S -ce i — ` products tested In accordance withsheathingfastened i I l ASTM C1186 Grade II, Type A and C I ! ; I , to metal studs as i Lt described In Note 1 meeting the requirements of the ai.vcbi7orida tt Florida Building Code. 8didipBCodr n • a_t Water -resistive t-ILA:Z It M. barrier per Florida BLANK D 1 E I,S Q Sj 010"O > ` r CC • Building Code Width Length Thickness Section 1404.2 5 9-1/2' 12' y :+ dr Aroaxt Coetsal I ¢ I ,: I toga, 3418' X 1-5/8- 1 N PF? - 12fwDESGL-SSU ELG F ; Metal C,slud Installation Design Pressure i t l i i 9'• ___..--- y:---•-------- --._...__.....:..._.._ .,,...5. .-:. .. HardiePlank, Metal Studs -92 psf mplank, Prevail NAL A,/ Lap Slding Impact Reslstant— Distance Nails at 16" O.C. (typ,) '%v 0 1-1/a' tall X 5/18° Planks Installed over 5/8" thick /5 ply APA rated plywood sheathingthickstarterstrip Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 I 1 5/8" thick / 5 ply APA rated PRODUCT RENEWED plywood sheathing fastened to as complying with the Florida metal studs as described in Building Code Note 1 NOA-No. 17-0406.06 Expiration 05/01 /2022 209a, 3-5/8" X 1-5fT Metal Gstud The wall and soffit frames are to be designed By by the Architect or Engineer of Record in Mlam I d Product Control complianbe with the Florida Building Code. t•IARDIF3U jJ CEMPLANK_,RE'VAiL LgP ID.j1 G INs9T-I 1 AT Q J DE QILS 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. Metal studs where HardiePlank, Cemplank, Prevail Lap 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 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oo at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is r. 8-1/4" vertically. Note 2) The siding fastener shall be a minimum No, 8-18, 0.315" head diameter X 2-1/40 long' bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened.,5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through 5/8" thick / 5 ply APA rated plywood sheathing,'fasteners are placed in the overtopping area approximately 3/4° from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be Installed over 5/8" thick 16 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C•sluds spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FRB FSCM NO I Dw0 NO A PNL-PLK SOFF Creator. E. Gonzales isc.Au 11r - v-0- I Date; 4/24/2013 lsrW 7 of 12 6.00in. +- 161n. OC Cladding 6.00in. I• I Framing 6.00in.00 I Sheathing PRODUCT RENEWED as complying with the Florida Building Code I I I INOA-No. 17-0406.06 O.i51n Expiration D It 05/01/2022 •) By I•I///I/I i i Miami acfe Product Control __ itttt OGAwq' i an complying wifb d•e Fk640 with *g FWrida 8oel rfg Code t/•d; No S22. 7c- ____.._ .... --- - _ • a . I -o • ISTATE OF . vt;.n i .c4 t`+uduel OocA of 9 : ` . COROP•' OVAL FR MING '''•s/ NOMINAL 20 GAUGE 3-5/8" X 1-5W 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 FOR METAL AND W000 STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATIJlh NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE '" HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW CLA.DDjJG INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1W THE EXPOSURE IS S 8-1/4" James Hardie Building Products,.inc. THE PLANKS ARE FASTENED WITH NO. 8-18,0.315" n _ 10901 Elm Avenue HEAD DIAMETER X 2-1/4' LONG CORROSION- Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 sip rsc+NO cwsNo e PENETRATING THE METAL FRAMING), PLACED 3/4" UP F c 909-427-0634 A PNL-PLK-SbFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E. Gonzales SCALE 1" _ T-0" Date: 4/24/2013 ariet r 8 OF 12 STUD LOCATION WALL LENGTH Stud Spacing at 16" O.C. WALL 1 3/8" Minimum 4ETAIL 6 PRODUCT RENEWED as complying with the Florida Building Code Non -No. 17-0406.06 Expiration Qate05/01/2022 SEE DETAIL A J N ' 2" X 4" S-P-F wood studs HardieSoffi% Cemsoffit I- $FSj QN3_B Nails at 4" O.C. (typ.)pReDucT aEvmw Distance m dying with On Fla" I Br Soffit fastener, as described in Note 1 HardleSoffit, Cemsoffit By Miami- a e roduct Control j Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PSI ORtLr j-DEscA1PjI9 N Hardie5offitO & CemsoffitO 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. soFFIT_pjMENSION3, Width Length Thickness 4' 8' 1/4" l)k3IGty,QI ItiS_SU_I E PAT Installation Design Pressure Wood Studs -70 psf No. 4 21. STATE OF FL0R10P.vifSS10NA1-E HARDIESOfFjjjCEM.S_O_EFfTjPANELJNSTAMAJ)OKpETAILS 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 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 Z 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" U.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. PROWCrRjEvjS m as wtupiyiiog -*h Ate Flo" OUNding Code Aoeepetstae Into By Proeud control HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DM NO PNL-PLK-SOFF Creator. E. Gonzales Iscu.E 1/2" a 1'-0" I Date: 4/24/2013 1SHEET 9 OF 12 4.0Ohl 16.00in. Cladding Framing' PRODUCT RENEWED as complying with the Florida Building Code N OA-No. 17-0406.06 Expiration Da 06/01/2022 By 4.00in.l Miaml- Product Control Peabucrs>:vISED PRoD11Cr8fiV" t, l l .OGAIN Aox{Atsw rtoGL • wooepteear No fI3 ! .d % E Date O Expiration Dime . / /7 No. 121 STATE OF F-OR1 P. ``• ONtl SSjAe; t` F MNQ 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 ChADDIN- G m THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 0 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 size FSCre NO I DWG No Fax 909427-0634 A PNL-PIK-SOFF Creator. E. Gonzales SCALE V =1'-0• Date: 4/24/2013 SHEET 10 OF 12 t WALL l WALL LENG Stud Spacing at 16 O.C. Bt- SEE DETAIL A fi QDLCT QE CI I>?71Qy HardieSoffi* & Cemsoffit® materials are nonasbestos fiber -cement products test In acoordantasted ASTM 01186cewith Grade II, Type A and meeting the I j.; ;1 i•I I requirements of the Florida Building I PRODUCT RENEWED Code. ins complying with the Florida Building Code 20ga. 3-5/8" X 1-51r 3QFFTf DjIU)E IS QLi_S, I 11 NOA-No. 17-0406.06 , Metal Gstud Width Length Thicknessg I I Expiration Da 05/0,1/2022 I W 8' I i i , B HardieSofHt, DESIGIJ Pit SSURE RA7T NQ 1, t i Mlaml-D d roduct Control I Cemsoirt Installation Design Pressure P_EI&L-6 Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance 1 fastener, as ribed in Note HardleSoffit, Cemsoffit i 20ga, 3-5/8" 4 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. Metal Studs ' lll- 55i,,'` Ittttr l.... _ SEC N U `t - PRODUCT REVISED PRWUCr REVISED as eomoying wtlb Sire Florida `, SF •'• b a11710yo* with tk Florimr Building Code r VD, zL ato&% code n teoa,rb 13.rr.a; 121 ? I eoopttoae Nor' F irati Dl7 -U s OF f > Pn re INi sde t> oaaet Cmtrui _5. ZORID P% V BliarAa _ t tiARp( E,SQFFI IiCEMSOFFIT PANEL INSTALS IQt DETA1,4Sy 0NAj- •EN I/ tlttl All Installation shall be done in conformance with this Notice of Acceptan"eh(Alufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 20ga, Nominal 3-6/8" X 1-5/8" Metal G•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. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 6 10901 Elm Avenue Fontana, CA 92337 hone: 909.356-6300 SIZE PSGM No D%w No F16V Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E.•Gonzales SCALE' 1/2" -- 11-0" Date.,4/2412013 ISHEET 11 OF 12 PRODUCT REVISED PRODUCT RENEWED '4*C(ff0 %9Md)e•Fh*ida @ascomplyingwiththeFlorida jtiogwiLbft Building Code AooeplmiaeAio s 1 Da"Co& NOA-No. 17-0406.06 No f31-01/. Expiration OS/01/2022 Pr M 1 6f;Pdu4rn0ad BYa c FRANKING NOMINAL 20 GAUGE 3-5/8" X 1.61W' STEEL STUDS 160 O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/8' WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 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 C ADDI IG HARDIESOFFIT, CEMSOFFIT PANEL THI=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, Inc, FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE Is Fontana, CA 92337 STUDS Phone: 209-356-6300 SR6 FSCM NO DWG No Re Fax 9091127 0634 A PNL-PLK-SOFF 1 Creator E. Gonzales sms 1" = V-0" Date: 4124/2013 SHEET 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 I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 411443 HUNTINGTON BEACH, CA 92649 r) 714-292-2602; IF) 714-847-4595 PROJECT, RIG-2689-17 EVALUATION SUBJECT HardlePanelt9 Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneW Siding. Cempanel® Siding, Prevail' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015International Building Code 2015 international Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-O8S.542-7343 infoQameshardie.com EVALUATION PURPOSE: This analysis is to detemine the maximum design 3-second gust wind speed to be resisted by an assembly of HardlePanel (Cenpanel. Prevail Panel) aiding fastened to wood fumngs an either wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 102024363COO-001A, Transverse load test on HarerePanel. TEST RESULTS, Table Ia. Results of Transverse Load Testing Frame Fastener Ultimate Allowable Test Thickness Width Spacing Sparing Fastener Type Load Design Load= Repon Number n. in. Frame T in. in. and Dimensions F) PSF) Failure Mode 102024363COQ-0011A Intertek 0.3125 48 2X4 wood stud. 3/4- trick by 16 8 No. 8 X 1.25' king X 0.323' HD 180 7 S3 8 pull through /fracture3.5' wide SPF fumng wsribbedbugleheadscram 102024363000.001A Imertek 0.3125 48 2X4 wood stud. 3/4' thick by 16 8 No. 8 X 1.2S' long X 0.323' HD 131.4 43.8 pull through35' wide SPF furring ribbed bugle head screws 102024363COO-001A Intenek 0.3125 48 2X4 wood stud. 3/4- 0udk by 16 12 No. 8 X 1.25' long X 0.323' HD 108.1 35A pull through3.5' wide SPF tuning ribbed bugle head screws 102O24363COO-MIA Intenek 0.3125 48 2X4 wood stud. 3/4- thick by 16 8 0.090' shank X 0.215' HD x 1.5' 147.6 49.2 pull through !fracture3.5' wide SPF tuning long ring shank nail 102024W3C00.001A Intenak 0.3125 46 2X4 wood stud. 314' thick by 24 8 No. 8 X 1.2S' long X 0.323' HD 82.7 27 8 pull through Hectare 3.5' wide SPF tuning ribbed bugle head screws 1. All fasteners were installed an hming without penetration into the frarreng members. 2. Allowable load is determined from ultimate load divided by a factor of safety of 3. 3. HarMePanel Siding complies with ASTM C1186. Standard Specixetion for Grade It. Type A Non.escestos Fiber -Cement Flat Sheets Table 1b. Analysis of Allowable Load for 08 Screw at 10- O.C. N8 Screw Spacing Fastener Spacing (in.)6 12 10 Frame spacing in. 16 16 16 Fastener Tributary area fe 0.89 1.33 1.11 Alloweblo load 43.8 35.4 38.6 Individual fastener load lb 38.0 47.2 43.1 rho fastener load for a8 screw at 10' O.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 10.O.C. Into tuning can be calculated by interpolating the results of some fastener at 8' and 12" O.C.. since both tests had same failure mode of fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10' O.C. to wood furring is 38.8 psf. Justification of Using the Results on Light Gauge Steel Framing In the subject configurations, all fasteners were attached to furring only, so whether the tuning is attached to wood or steel frarring does not affect panels' banaverse load capacity. It's the project engineer's responsibility to ensure the tuning attsolvnent and training memebors to have sufficient load capacities. o' 14 QGAWq ' FLCiR i7P'' r sSf3@• f RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET OL443 HUNTINGTON BEACH, CA 92649 r) 714-292-2602; (F) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 Inlo@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-:emem siding transverse load capacity (wind load capacity) is determined As compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Equation 1, q,-0.00256-V,- V.'V' (ref. ASCE 7.10 equation 30.3-1) velocity pressure at height z K, , velocity pressure eposure coefficient evaluated at height z K. , topographic factor Equation 2, w , wind dlrectional0y, factor V , basic wind speed (3-second gust MPH) as deemmned from 2015 IBC Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1 A. 8, or C V=VIA (ref. 201518C Section 1602.1 definitions) V,a , ultimate design wind speeds (3-second gust MPH) determined from 20151BC Figures 1609.3(1). (2). or (3); ASCE 7-10 Figures 26.5.1A. S. or C Equation 3, p1(6'(GC,-GC.J (ref. ASCE 7-10 equation 30 6-1) GC. , product of exlemal pressure coefficient and gust -affect factor GCr , product of internal pressure raefBciem and gust -effect factor p , design pressure (PSF) tar siding (allowable deign load tar siding) To determine design pfessum,.substirde qr Into Equation 3, Equation 4, p=0.002569.'KWKi'V,a2'(GC rGC.j Allowable Stress Design, ASCE 7.10 Section 2.4.1, bad combination 7 Equation 6, 0.60. 0.6W fret ASCE 7.10 section 2 4.1. load combination 7) 0 , dead load W , wind load To determine the Allowable Stress Design Pfessum, apply Ore load factor for W (wind) from Equation 4 to to (design pressure) determined from equation 4 Equation 6, P. = 0.61PI Equation 7, P./ = 0.610.00256•V,*KWVK *Va2*(GC.-GCM)I Equation 7 is used to populate Tabis 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Tabie 6, save Equation 7 for V,a, Equation6, V.=(p_&6.0.0025rVK'K=*V(GC.-GC0)08 Applicable to methods spedfied in Ewspitions 1 through 3 of 2015 IBC Section IW9.1.1., 10 determine the allowable nominel design what speed (Veld) for Hardse Siding in Table 6, apply the conversion formula below, Equation 9, Vy = V. • (0.6)ss (ref. 201518C Section'1609.3.tJ V_, . Norrnnal design wind speed (3-second gust mph) fref. 201518C Section 1602.1) 0 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 n 714.292-2602; (F) 714-8474595 PROJECT: RIO-2689-17 Table 2. CoeRiclents and Constants used In Determining V and p. I(i wag tare 5 Heigh (R) EMS E)p C Ettp D Ka Ka G 0.15 0.7 0.85 1.03 h960 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1.4 018 25 0.7 0.94 1.12 1 0.85 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 14 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 0.16 55 0.83 1.11 1.29 1 0:85 1.4 0.18 60 0.85 1.13 1.31 1 0.85 1.4 0.18 100 0.99 126 1.43 h 6w 1 0.85 1.8 0.18 JAMES HARDIE BUILDING PRODUCTS. INC. 1488-542-7343 infaMamesherdie.com Table 3, Allowable Stress Design • Component and Cladding (CB,C) Pressures (PSF) to be Resisted at Various Wind Speeds . Mad Exposure Category B, nd $ eed 3-secondoust),100 105 110 115 120 130 140 150 160 170 1 180 190 200 210 Height R B B B B 8 B B B B B 8 8 e 8 0.15 14 4 15.9 17.5 19.1 1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 62.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 26.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 10.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 611 57.8 63.7 30 14.4 15.9 17.5 19.1 20.6 24.4 28.3 32.5 737.0 41.7 46.8 52.1 57.8 43.7 35 1 16.6 18.2 19.9 21.7 25.4 29.5 1 -33.9 386 43.5 48.8 54.4 60.2 66.4 40 15.7, 17.3 19.0 20.7 22.6 26.5 30.7 735.3 40.1 45.3 60.8 56.6 62.7 69.1 45 162 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 56.5 44.8 71.4 50 16.7 1&4 202 221 24.1 282 32-7 37.6 42.6 3 64.1 60.3 66.8 73.7 55 t7.t 18.9 20.7 22.6 24.7 26.9 33.8 38.5 43.8 5174.n 55.6 61.8 68.5 75.5 49.3 1 t 100 25.6 28.2 31.0 33.8 36.9 43.3 40.2 57.6 45.5 42.9 92.4 1024 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category C, d Speed 3-secondoust) 100 105 110 115 120 130 140 150 ' 160 170 180 190 200 210 Heigh R) 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 56.8 833 770.1 77.3 20 186 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 32.6 38.0 43.6 49.6 56.0 62.8 70.0 77.6 65.5 30 20.2 22.3 24.5 26.7 29.1 34.2 39 6 45 5 51.8 56.4 65.5 73 0 80.9 49.2 35 20.8 23.0 252 27.6 30.0 352 40.9 46.9 753.3 60.2 67.5 75.2 83.3 01.9 40 21.5 23.7 26.0 28.4 309 36.3 42.0 48 3 54.9 I 62.0 69.5 77.4 85.8 94.6 a5 220 242 26.6 29.1 31.6 37.1 43.1 42.4 1 .56.2 1 63.5 71.2 79.3 1 -87.9 50 22.5 24.8 272 29.7 32.4 38.0 44.1 40.6 47.6 65.0 72.9 412 49.9 55 22.8 25.2 27.7 30.3 33.0 38.7 44.9 51.5 58.6 46.2 74.2 42.7 81.6 A-143 60 2 4 8. b. 100 us 35.9 39.4 43.1 46.9 55.0 63.8 73.3 93.4 94.1 105.5 117.8 130.3 Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D. d S ed 3-seeortd 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hei M R 0 D D 0 0 0 0 D O 0 D D 0 D 0.15 21.2 23.4 257 28.1 30 6 15.9 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 32.1 37.7 43 7 401 57.0 44.4 172.2 40 4 69 1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 46.3 42 0 59.1 66.6 74.9 63.4 924 101.9 30 23 0 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 48.7 325 35.3 41.5 48.1 55.2 62.8 70.9 78.5 48.6 M.2 108.3 40 25.2 27.7 30.5 33.3 36.2 1 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 41.1 34.0 37.0 43 4 SO 3 51 B 45.7 74.2 83.2 927 102.7 113.3 50 26.2 28.9 3 7 34.8 47.7 44.3 51.3 58 9 67.1 75.7 64.9 94.8 104.8 115.5 55 28 6 29.3 322 35 2 38.3 45.0 52.2 49.9 48 1 76.9 46.2 86.1 108.4 117 4 g, 0.8 2 1 1 .1 100 37.0 40.8 44.7 1 48.9 43.2 42.5 72.5 43.2 94.6 106.8 119.8 133.4 I -147.9 I-183.0 Tables 3. 4, and 5 ate besedm ASCE 7-10 and consistent with the 2015 IBC. 2015 IRC RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET t1443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602: (F) 714-647-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@lameshardie.com Table 6, Allowable Wind Speed (mph) for HafdiePanel Siding (Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 4 Allowable, 1110mete I Allowable, NOrrtirlal Design VNnd, Speed. Design Wmd. Speed, V,a°•°. Vr S. Applicable to methods specified in (2016ISC. 2017 F8C) Section 1609.1.t. as delemined 0 1201518C, 2017 F6CI Figutes 1809.3(1), (2). or Applicable to methods gwdfiad i1 ERaWons 1 through 3 at (20i 518C. 2017 FBCI Season 1609.1.1. Coef6cle used in TOMS 6 akutsti0m Product HardiePaneM Minimum Thickness an) She Wdin m.) 48 Fastener Type No. 8 X 1.25- long X 0.323- HD dODed bugle head screws fastener Spacing In.) 6" O.C. Into furring Only Frame Type 2X4 wood or 20 ga. steel framing. 314- thick by 3.5' wide wood furring VA Stud Spacing in.) 16 Bullding Hdghts ° IL) 0.15 8 193 C 176 0 159 e I 149 1 C 135 0 123 Allowable Desip Load Ps0 62.6 E1* 8 0.70 EM C 0.85 EV D 1.03 11160 K. 1 K I 0.65 GC. I 14 OG+ 0.10 20 1113 170 155 149 132 120 53.8 0.70 0.90 1.06 1 166 1.4 0.16 25 193 166 152 149 120 116 536 070 0.94 1.12 L 0.95 14 0.16 30 193 163 150 149 126 lie WA 0.70 0.06 1.16 1 0.65 1.4 0.18 35 189 160 14e 146 124 114 53.6 0.73 101 1.12 1 0.86 1.4 0.111 40 185 Ise 146 143 122 113 53.6 0.76 1.04 1.22 1 0.8.5 4 a 018 45 172 150 140 133 118 108 S3b 0.08 1.15 1.33 t 0.65 1.4 0.16 50 179 154 143 139 120 111 53.6 0.81 1.09 127 t 0.85 1.4 0.10 55 177 153 142 137 119 110 43.6 0.83 1.11 129 t 0.65 t.a 0.18 60 175 152 141 135 117 1 109 1 51.6 0,65 1.13 1.31 1 0.03 1.4 0.16 100 145 128 120 112 g9 03 53.6 0.99 126 143 ha60 1 0.85 1.4 0.10 HardlePanel® 5/16 48 No. 8 X 1.25-long X0.32n- HD ribbed bugle head screws 8' 0 C. into furring only 2X4 wood or 20 ge. sledh0ga. " Ihld( by 3.5' wide wood lumng ,•74 16 0-15 174 Ise 144 135 122 111 43.8 0.70 0.85 1.03 hs60 t 1 0.6S 0.85 1.4 A.1 0.18 0AII 20 174 154 140 135 119 109 438 0.70 0.00 1.04 25 174 150 138 135 116 107 43.8 0.70 0.94 1.12 1 0.85 1.1 0.1a 30 174 147 135 135 t t4 105 3.8 0.70 0.06 1.16 1 0.85 1.4 0 18 35 171 Us 134 132 112 103 43.8 0.73 1.01 1.19 1 0.65 1.4 0.16 40 167 143 132 129 111 102 e o.76 1.04 122 1 0.65 1.4 0.10 45 164 141 131 127 109 101 43.0 0.79 1.07 125 1 0.65 1.a 0.10 50 162 140 120 125 108 100 43.8 0.61 1.09 127 1 0.85 1.4 0.18 55 160 138 128 124 107 1 99 43.8 O.N 1.11 120 1 0.e5 71.4 1-8 60 158 137 127 122 106 1 99 43.8 0.95 1.13 1.31 1 0.65 1.4 0.18 100 131 116 101 g0 43.8 0.99 126 1.43 h-601 t 10.65 1.8 0.ta HardiePanel® 5116 48 No. 8 X 1.25' king X 0.323- HD ribbed bugle head screws Ur O.C. Into hanng only 2X4 wood or 20 ga. steel framing. W4• thick by 3.5• wide wood furring 17° 16 0.15 164 149 135 127 115 105 36.8 0.70 o.6S 1.03 h%60 1 1 0.85 0.85 AA i .1.4 0.18 Us 20 164 145 132 127 112 102 3a.a 0.70 0.90 1.08 25 164 fat 130 127 110 100 38.8 0.70 0.94 1.t2 1 0.65 1.4 0.1a 30 164 139 127 127 107 99 36.8 0.7o Gas 1.16 1 0.96 1.4 0.1a 35 161 136 126 124 106 97 38.0 0.73 1.01 Lis 1 o.e5 1.4 0.1e 40 157 134 124 122 104 96 38.8 0.76 1.04 122 1 0.85 1.4 0.16 45 155 133 123 120 103 95 J6.0 0.'t9 1.07 t25 1 0.85 14 0.18 50 152 131 122 118 102 94 MA 0.81 1.09 t27 1 0.85 1.4 0.10 55 151 130 121 117 101 94 36.8 0.83 ill 129• 1 0.8$ 1.4 0.18 60 He 120 120 115 100 93 30.0 US 1.13 1.31 1 0.05 1.4 0.1a 100 123 95 38.8 0.99 126 1.43 h-60 1 0.65 1.8 0.18 HerdiePertdB 5r18 48 No. 8 X 1.25' long X 0.323' HD ribbed bugle head screws 1Y O.C. into paring only 2X4 wood Or 20 ga steel framing, 314' thick by 3.S wide wood Nmng•° 16 0.16 157 142 129 121 110N92 35.4 0.70 OAS 1.03 hs60 1 1 0 85 0.85 1.4 1 a 0.10 0.10 20 167 138 126 121 107 35.4 0.70 000 1.00 25 157 135 124 12l 105 3SA 0.70 0.94 1.12 1 0.85 1.a 0.10 30 157 132 122 121 103 U.4 0.70 0.98 1.16 1 0.85 1.4 0.18 35 153 130 120 119 101 35A 0.73 1.01 1.12 1 0.65 1 4 0.10 40 150 128 lie 116 100 35A 0.76 1.04 t22 1 0.95 1.4 0.16 45 148 127 117 115 88 354 0.70 1.07 125 1 0.65 14 0.18 50 146 125 116 113 97 35A fi a1 1.09 127 1 0.65 1.4 0.18 55 144 124 115 111 96 89 354 0.83 1.1t 1.29 1 085 14 0.18 60 t42 123 114 110 95 89 35A 0.95 t.t3 1.3t t 0.85 tA 0.18 100 1 lie 91 35A 1 0.99 126 1.43 ha60 1 o.as 1.e 010 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 7)714-292-2602:IF) 714-847-4595 PROJECT: RIO-2689-17 Allowable. LAamate I A8owable, Nommel Design Wnd, Speed. Design Wind, Speed. VJ oa Vr b JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 info@jameshardie.com Appbcatla to methods specified in 1201 S ISC. App6nda to methods 2017 FOCI Section specified a Exceptions 1 f 1609.1.1 as delemsned M through 3 011201518C, 1201618C. 2017 F8C) 2017 FOCI Seaon Figures 1609.3(1). (2). or 1602.1.1. 3} Coet6clenle used In Table 6 calculations wine I K. Product HerdiePanew Mvwnum Thickness in) 6/16 Adth M•) 48 Fastener Type NO. 8 X 1.25' long X 0.323' HD fibbed bugle head 6ffewa Fastener Spacing In.) 8, O.C. into furring only Fame Type 2X4 wood or 20 gs. steel training, 314' thick by 3 5' wide wood hdring'•ts Stud Spacing tn.) 24 Building Heightl'6 h,) GAS B 138 C 125 D 114 9 107 C 97 D 68 1 allowable Oed oad 27A EBB 0.70 1 EspC 0.85 1 EmD 1.03 hs80 K 1 w 0.65 GC. 1.4 GG 0.18 20 138 122 111 107 fu 86 1 27.6 0.70 1 090 1 1.06 1 0.95 1.4 0.18 25 138 112 1 107 92 27A 0.70 094 1.12 1 1A5 1 4 0.18 90 138 117 1 107 91 27.6 0.70 0.08 1.16 1 0.95 1.4 0.18 35 135 115 1 105 89 27.6 0.73 1.01 112 1 Les 1.4 0.1e 40 133 113 1 103 Be 27.6 0.76 1.04 122 1 0.65 1.4 0.10 45 131 112 101 87 27A 0.79 1.07 126 1 025 1.4 0.18 50 129 111 100 86 27.6 0.01 1.09 127 1 0.85 1.4 0.10 55 127 98 27.6 0.83 1.11 129 t 0.65 1.4 0.10 60 125 97 27.0 065 1.13 1.31 1 0.85 1.4 0.18 100 27.6 0.99 126 1.43 M60 t 0.85 1.0 0.18 HardrePanels S/t6 48 0.090' shank X 0.215' HD x 1.5' longfurring ring shw* nag 6, O.C. Imo ordy 2X4 wood or 20 ga. steel framing, 3/4' ttntlk by 3 5' wife wood t.rA 16 r 0.15 185 168 152 143 130 118 492 0.70 0.85 1.03 h980 1 1 0.85 0.95 1.4 AA 0.18 0.10 20 185 163 149 143 126 115 492 070 0.90 1.08 1 0.66 1.4 018 25 185 159 146 143 123 113 492 070 0.94 1.12 30 185 A51A 143 143 121 111 402 0.70 1 0.98 1.16 1 0.86 1.4 0.16 1 0.85 4A 0.18 35 181 154 142 140 119 110 402 073 1 1.01 1.19 40 177 151 140 137 117 108 49.2 0.76 1.04 122 1 0.65 AA 0.18 45 174 150 1 138 1 135 118 107 492 0.79 1.07 125 1 0.65 1.4 018 50 172 148 137 133 115 106 92 0.81 1.Q9 t 0.05 tA 1 55 170 147 136 131 114 105 49.2 083 t.11 M 16016814513513011310549.2 0.85 1.f9 t 0.85 t.a O.te 100 r.,..., .-e,-ser 139 123 115 107 95 fill 49.2 0.99 i26 i 1.43 1 h-601 1 0.e6 1 -1.e 0.10 1. Furring anaatmem to Matner inrt inningmemeraOfv ..., -... alle-s- .......---_--_ _, _. _...__-.. 2 Budding "Old -moan eof heght (n (ea0 of A bugdtng, except that save height dull be used for mot angle a less than or awal to 10' (2.12 roof dope). 3. V,e a ulhmsto design vend speed. 4. V_ - nominal design w nd speed S. Linear interpolation of buOding height Is 60 8) and wind speed is permitted. 6. NMd speed design aswmpeons per Antstlft" Method in ASCE 7-10 Chapter 30 C&C Part 1 and Pan 3• K s-1. ".65, GC,-1.4 (ItAll). GC,-1.6 (ha60). GCS-0.10. 7. Wood furring shag be preservaave heated pet AWPA . S. Wood furring shag be speafse gm -My of 0.42 or Omelet per AFPARM, or wood mct ual panel, cordormmg 10 DOC PS•1 or DOC PS-2 or APA PRP-108. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 I' 0I IIIIIfot.*" aGAWA 12 cc FLO FFSSION 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 113, 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 D 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. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4-595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(oameshardie.eom EVALUATION SUBJECT HardiePanetO Siding James Hardie Product Trade Names covered in this evaluation: HardiePenel® Siding, CempaneW Siding, Prevail"' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 Imemational Bullding Code® RONALD I. OGAWA ASSOCIATES, INC. 16035 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 me)dmum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Pang siding fastened to wood or metal framing with nags or screws. REFERENCE REPORTS: 1. Intertek Repon 3067913 (ASTM C1166) Material properties HardiePanel Siding 2. Ramtech Laboratories Report 141270-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HeNiePanal Siding Installed on 2X4 Hem-Firwood 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 wide HardiePand Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nab 4. Ramtech Laboratories, Inc Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardhePand Siding installed on 2X4 Group III SGa0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.6 itch long ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test,114' Thick by 48 arch vide HardeParxl Skdag installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 In. "X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC•1055.89 (ASTM E330) Transverse Load Test,1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal sods spaced at 24 inches on center with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw T. Ramtech Laboratories, Report 11149.98/1554d (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced at 16 and 24 Inches on center with a ET&F 0.100 In. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273.94 (ASTM E72) Racking Sheer Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 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 HardiePanel Sidirg,installed on 2X4 Hem -Fir wood studs spaced at 24 inches on carter with a 6d common galvanized nail 10. Ramtech Laboratories, Inc Report 10OWS711475 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 Inch wide HardiePanel Siding Installed on 2X4 Grourp III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch 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, 5/16' Thick by 48 fich wide HardiePanel Siding installed on 2X4 Hem -Fir 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 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardlePand Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. king X 0.25 in. head diameter pin fastener lot SF' 1 -1- STATE OF ZOM JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info®jameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16836 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 fastener Sparing in.l AOowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Ageney n.) tit) Frame T in.) Supports Supports Fastener Type PS PS IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common A49 49.7 IC-1270-94 Remierh 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fier 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 47.7 10868-9711475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 4d. 0.091 in. shank X 0.225 in. 90 30.0 HD X 1.5 in. long nng shank nail Min. No. 20 gauge X 3.625 in. X Mtn. No 8 X / in. long X 0.323 in IC-1054-89 Remlech 0.25 48 1.376 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw MinNo. 20 gauge X 3.825 in. X Min. No 8 X 1 In. long X 0.323 in IC- 1055-89 Ramtech 0.26 48 1. 375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw EThF 0.100 in. knurled shank X 11149. 9811554d Ramtech 0.3125 48 Mn. No. 20 gauge X 3.625 in. X 16 4 8 1.5In. long X 0.25in. head 170 56.7 1.375 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 M. X ET3F 0 100 iR knurled shank X 11149 9811554d Ramtech 0.3125 48 1.375 In metal stud 24 4 a 1.5 in. Wn9 X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardePanel Siding complies with ASTM C 1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls'• r Fastener Spacing tin. l Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency n.) in.) Frame Type In.) Supports Supports Fastener T IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d,0.091 in. shank X 0.226in. 10868-97l147S Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 6 HD X 1.5 in. long ring shank nail 595.4 19e.5 Min. No 8 X 1 n. long X 9.323 in IC-1057-89 Ramtech 0.25 48 Mn. No. 20 gauge X 3.625 in. X 16 6 24 6 6 head diameter dbbed bugle 990.0 123.8 1 375 inmetalstudheadscrewETBF 0.100 in. knurled shank X Ramtech Ramte 0. 312548 Mn. No. 20 gauge X 3.625 in. X 16 4 a 1.5 in. long X 0.25 in, heed 1227.0 153.4 1.375 in metal stud diameter pin fastener ETBF 0.100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625let. X 24 4 a 1.5 in. long X 0.25 in. tread 1060.0 132.5 1.375 in metal stud diameter pin fastener 1. Ag board edges shall be supposed by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum heigM4o4ength ratio for construction in this Table is 2: 1. 4 ' 0 G A A' 3. In the sleet framed assemblies the allowableloadisbasedontheaverageloadat7t8inchnetdeflection.16116v W RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714.292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-S42-7343 info(Mameshardie.00m DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capadty (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to die ultimate test load. Since the allowable design bad Is based on factor of safety of 3, allowable design bads on fiber-cemerd siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allovrahle Stress Design (ASO), the tested allowable design bads for fibarmnerd siring are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26.6.18. and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3, 4, and 5. the load combination will be in accordance vilth ASCE 7-10 Section 2.4 combining nominal loads using allowable chess design , bad combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,-0.00256'K,•K,*r.%P Equation 2, ref. ASCE 7-10 equation 30.3-1) q, . velocity pressure at height z K, , velocity pressure exposure coetrdent evaluated at height 2 Ka , topographic factor w , vAnd directionalay factor V , basic vdnd speed (3-second gust MPH) as determined from 12015 IBC, 2017 FBCj Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A B. orC V=V (ref. 201518C d 2017 FBC Section 1602 1 definitions) V , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC, 2017 FBCj Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.51A,8,orC Equation 3, p,q,•(GCe GCN) (ref ASCE 7-10 equation 30.6-1) GCp , product of external pressure eoeffidem and gust -effect factor GCM , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allavwahle desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'K,'1(,'V.A2'(GC rGCp) Allowable Stress Design, ASCE 7-10 Section Z4.1, load combination 7 Equation 5, 0.6D + 0.6W (rat. ASCE 7-10 section 2.4.1. bed combination 7) D , dead load W , wind load To determine Me Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p„ , 0.6.1pj Equation 7, p„ - 0.610.00256•K,•K -V,-V.2-(GC, GC„)j Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable rdtlmats basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V,,, Equation 8, V , (p_A.6.0.00256*V,'K,'K.•(GC. GCp))as Applicable to methods specified in Exceptions 1 through 3 of 1201519C, 2017 FBC) Section 1609.1.1., b determine the allowable nominal design wind speed (Veld) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V. - V • (0.6)os (ref 201518C 6 2017 FBC Section 1609.3.1) Vow , Nominal design rend speed (3-second gust mph) (rel. 2015 18 C 6 2017 FBC Sacfior),1#04J Table 2, Coefficients and Constants used in Determining V and p, Wall Zane 5 Height (it) E)p B Exp C Exp D Ka Ka GC, GC 0-15 0.7 0.85 1.03 hs60 1 0.95 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1.4 0.18 25 0.7 0.94 1.12 1 0.85 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 1724-51 1 0.95 1.4 0.18 50 0.81 1.09 1.27 1 0.85 1.4 0.18 55 0.83 1.11 1.29 1 0.85 7 4 0. 88 60 0.115 1.13 1.31 1 0.85 1.4 0.18 100 0.99 126 1 1.43 1 h>80 10.85 1 -1.8 018 0GAW4 iV O,F• FCOR P••c , 7 RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-S47-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.eom Table it Agowablo Stress Oosien - Comoonent and Cladding (CACI Pressures (PSFI to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind S bed 3-second gust) 100 105 110 115 120 130 140 150 160 170 ISO 180 200 210 HdgM it 8 B 8 8 8 B B B B B B B B B 0.15 14.4 15.9 17.6 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.0 63.7 30 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 254 29.5 33.9 38.6 43.5 48.8 S4.4 60.2 66.4 40 1 .15.7 1 -17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 46.3 50.8 56.6 62.7 69.1 45 162 1 -17.9 1 -19.6 21.4 23.3 27.4 1 -31.7 36.4 J1.5 46.8 62.5 1 -58.5 1 -64.8 1 -71.4 50 16.7 18.4 20.2 22.1 24.1 28.2 33 7 37.6 42.8 48.3 54.1 60.3 66.8 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9.6 38.5 3.8 49.5 55.5 61.8 68.5 75.5 6 1. 100 25.6 28.2 31.0 33.8 36.9 43.3.2 57.6 65.5 74.0 82.9 92.4 102.4 t 129 Table 4. Allowable Stress Design - Component and Cladding (CAC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind S bed 3secund gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh (R) C C C C C I C I C C I C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 1 -34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 15.6 20.5 22.5 24.6 26.7 31.4 46.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 55.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 95.5 30 202 22.3 24.5 26.7 29.1 34.2 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 40.8 46.9 53.3 60.2 67.5 75.2 83.3 91.9 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 85.8 94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 712 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 1 50.6 57.6 1.0 72.9 81.2 89.9 99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 4.9 51.5 58.6 66.2 74.2 82.7 91.6 101.0 0 9. 4 2. 100 32.6 35.8 39.4 43.1 46.9 55.0 63.8 73.3 83.4 94.1 105.5 117.6 t30.3 143.6 Table 5. Allowable Stress Design - Comoonent and Cladding (CACI Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, Wind Speed (3-second gust) 100 105 110 115 120 130 140K50. 160 170 ISO 190 200 210 Height (ft) D 0 D D D D D D D 0 D D D 0.15 21.2 23.4 25.7 28.1 30.6 35.9 r41.6 54.4 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 57.0 64.4 722 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 59.1 66.8 74.9 83A 92.4 101.93023.9 26.4 29.0 31.6 34.5 40.4 46.9 61.3 692 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 62.8 70.9 79.5 88.6 98.2 108.34025.2 27.7 30.5 33.3 36.2 42.5 49.3 64A 72.7 81.5 90.9 100.7 111. 45 25.7 28.3 31.1 34.0 37.0 4 .4 50.3 65.7 742 83.2 92.7 102.7 113.3 50 25.2 28.9 31.7 34.6 37.7 1.3 51.3 AEA 75.7 84.9 94.6• 104.8 115.5 55 26.6 29.3 32.2 352 38.3 45.0 52.2 59.9 4 1 76.9 86.2 96.1 106.4 117.4 6 100 37.0 70.8 44.7 48.9 53.2 62.5 1 -72.5 1 33.2 94.6 106.8 1 -119.8 133.4 147.9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC and the 2017 Florida Building Code ssi RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO.2686-17 JAMESDI BUILDING PRODUCTS, INC. E-542-7 f OGAW,qirlfo@jameshardie.com llt$ 4 Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) r 4 2 2015 IBC, 2017 F8C 2015 IBC, 2017 FBC Allowable. Ultimate Allowable, Nominal Design wild, Speed. Design Wind, Speed. SZp,TE DF w 14 VIA .s Vass mph) O FLO3-second gust mph) 3-second gust 10 Applicable to methods" cid Applicable to meirods2017 r(.[i 9 I ed m I Section . spedlied in Exceptions 1 1809.1.1. derby h 3 of 1201518C, 2017 F8Q SectionFigures1809.3(1).(2). or 1609.09.1.1. 3)• 1. Coefficients used In Table 6 calculations for V Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Sparing inches) Building Heights' feet) 8 C D B C D Allowable Deems load pISF) Fxp 8 Exp C Exp 0 1Sn w GC. GCS HardlePane* 5/16 48 co Mon 6 2X4 wood Hem -Fir 16 0.15 186 168 153 144 130 11a 40.7 0.7 065 1.03 h950 1 085 1.4 0.18 20 186 164 149 144 127 116 40.7 0.7 0.0 1.08 t 0.85 1.4 0.16 25 186 160 147 144 124 114 497 0.7 094 1 12 1 0.85 1.4 0.18 30 186 157 144 144 121 112 49.7 0.7 098 116 1 0.85 1.4 0.18 35 182 154 142 111 120 110 49.7 0.73 1.01 119 100.85 1.4 O.'s 40 778 152 14l 138 118 109 497 0.76 104 122 1.4 018 45 175 150 139 136 117 108 49.7 0.785 LOBS 1.245 14 0.16 50 172 149 138 134 115 107 497 0.81 1.09 1.27 1.4 0.18 55 170 147 137 132 114 106 497 0.83 1.11 1.29 1.4 Ole 60 168 146 136 130 113 105 49.7 0.85 1.13 1.31 14 0.18 100 139 124 116 108 96 90 497 0.99 125 1.43 h>80 1 0.855 7.8 Ole HaMiaPanel® 5/18 common 4 2X4 wood Here -Fir 16 0.15 233 212 192 181 164 149 76.7 0.7 0.85 103 NWO 1 OAS 1.4 0.18 20 233 206 188 181 159 146 78 7 0.7 09 1.08 1 0.85 1.4 0.18 25 233 201 185 181 156 143 78.7 07 0.94 1.12 1 0.85 1.4 0.18 30 233 197 lei 181 163 140 787 07 0.98 1.16 1 0.85 1.4 0.18 35 229 194 179 177 151 139 78.7 0.73 101 1.19 1 0.as 1.4 0la 40 224 192 177 174 148 137 78.7 076 1.04 1.22 1 0.85 1.4 0.18 45 220 189 175 171 147 136 78.7 0.785 1.065 1245 1 0.85 1.4 0.18 50 217 187 173 168 145 134 78 7 0.81 1.09 1.27 1 0.85 1.4 0.18 185 172 168 1M 133 787 0.03 1.11 1.29 1 O.S5-140.1212Pq21418417116414213278.7 0 85 1.13 1.31 1 085 1 1 0.1817515514613612011378.7 0.99 125 1.43 1n60 1 085 18 018 HardiePaneW 5/16 48 Amon 6 2X4 wood Henn -Fir 24 0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hs80 1 085 1.4 0.18 20 147 130 119 114 101 92 31.3 0.7 0.9 1.06 1 0.65 1.4 0.18 25 147 127 116 114 98 90 31.3 07 0.94 1.12 0.85 1.4 0.18 30 147 124 114 114 96 Be 31.3 0.7 0.98 1.16 1 085 1.4 0.18 35 144 123 113 112 95 87 31.3 0.73 1.01 1.19 1 0 85 1 4 0.18 40 141 121 112 109 94 86 31.3 0.76 1.04 122 1 0.85 14 0.18 45 139 119 110 108 92 86 31.3 0 785 1.065 1245 1 085 14 0.18 50 137 118 106 91 31.3 0.81 1.09 127 1 0.a5 1.4 0.18 55 135 117 105 91 31.3 0.a3 1.11 129 7 0.85 1.4 0.18 60 134 118 703 90 31.3 0.85 113 1.91 1 0.95 1.4 01e 100 111 86 31.3 0.99 128 1.43 1v80 1 0.65 1.8 018 HardiePanel® 5/16 48 cob on 4 2X4 wood Henn -Fir 24 0.15 182 165 150 141 128 116 7.7 0.7 0.85 1.03 hs80 1 0.95 1 0.18 20 182 160 146 141 124 113 7.7 0.7 09 1.00 1 0.85 14 0.t8 25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 1 0.85 1.4 OAS 30 182 154 141 141 119 109 47.7 0.7 6.98 1.15 1 Fas 14 0.18 35 178 151 139 138 117 108 477 0.73 1.01 119 1 085 14 0.18 40 174 149 138 135 116 107 47.7 0.76 1.04 t22 1 O.as 14 0.18 45 172 147 136 133 114 106 47.7 0.765 1.085 1245 1 085 1.4 0.18 50 169 146 135 131 113 105 47.7 0.el 1.09 1.77 1 0.65 1.4 0.18 55 167 144 134 129 112 104 47.7 0.831 1.11 1.29 1 0.85 1.4 OA6 60 165 143 133 128 711 103 47.7 0.85 1 1.13 1.31 1 0.85 1.4 0.16 100 137 121 114 106 94 a8 47.7 0.99 126 1.43 N80 1 0.85 1.8 0.18 HardnePanel® 5/16 46 4d, 0.091 m. shank X 0.225 in. HD X 1 inin. lone one shank nail 4 edge 8 field 2X4 wood SG20.36 16 0.15 144 131 119 112 101 92 30.0 0.7 0.05 1.03 h980 t 0.85 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 0.0 1.08 1 0 85 1.4 0.18 25 144 124 114 112 96 88 30 0 0.7 0.94 1.12 1 085 1.4 0.16 30 144 122 112 112 94 87 30 0 0.7 0.98 1.16 1 0.95 1.4 0.16 35 741 120 111 109 93 86 30 0 0.73 1.01 1.19 1 0.85 1.1 0.18 40 138 178 107 92 30.0 0.78 7.044 122 7 0.85 tA 0.18 45 136 117 105 91 30 0 0.7e5 1 0 1.245 1 0.85 1.4 0.18 50 134 116 104 89 30.0 0.81 1-- 1.27 OAS 55 132 l 14 103 89 30 0 0.83 1.11 1.29 60 131 113 101 Be 30.0 0.85 113 131 M1.810030.0 0.99 126 113 ro60 RONALD I OGAWA ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT, RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(dhamesha rdie.com 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC Allowable, Ultimate Allowable, Nom6W Design Wnd, Speed, Design Wind, Speed, V.as V.s". 3-second gust mph) 3-second gust mph) ApOlcable to methods spedged in (2015 IOC, 2017 FBC] Sectionniouph 1609.1.1. as determined by Figures 1609.3(t), (2). or 3)• Applicable to methods apea6ad in Exceptions 1 3 of I2o1 S IBC• 2017 FBCj Section16SqSe Coefficients used in Table 6 calculations for V. Wind exposure category Wind exposure rate o Sidmg ir. Product Product Thickness I s) Width inches) fastener Type Fastener Spacing Frame Type Stud Spacing inches) Budding 7Hetgfds feet) B C D B C 0 Allowable Design Lola PSF) Etp B Exp c Fxa o K, V. GC. GG 0-15 198 ISO 163 163 139 126 568 0.7 0.65 1.03 h960 1 085 1.4 0.18 HardiePaneM 1/4 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw' 6 60n No. 20 ga. 33mll)X 3.625 in. X 1.375 in metal stud 16 20 198 175 159 153 135 123 56.6 0.7 09 08 1 0.85 1.4 0.18 25 198 171 157 153 132 121 66 6 07 0.94 1.12 1 0.85 1.4 0.18 30 198 167 154 153 130 119 56.6 0.7 0.98 1.18 1 0.85 1.4 Ole 35 194 165 152 150 128 11e 566 0.73 1.01 1.19 1 0.e5 1.4 O-le 40 196 162 150 147 126 116 56.8 0.76 1.04 122 1 OAS 14 0.1e 45 187 161 148 145 124 115 S6.6 0.785 1.065 1.245 1 O.eS 1.4 0.10 50 184 159 147 143 123 114 S6.6 Cal 109 127 1 0.85 1.4 0.18 55 182 157 146 141 122 113 56.6 0.83 1.11 129 1 OAS 14 0.10 60 ISO 156 145 139 121 112 566 0.8S 113 1.31 1 085 14 0.18 100 149 132 124 115 102 96 56.8 0.99 126 1.43 ha60 1 0.65 1.e OAS 146 132 120 113 102 93 30.8 0.7 085 1.03 h980 1 065 14 HardiePanel® 114 48 Min. No 8 X 1 in long X 0.323 n head bugle head 60 6 Min. No. 20 ge. 33 mg) X 3.625 in. X1.375 tll metal stud 24140 146 128 117 113 99 91 30 6 0.7 09 108 1 085 1.4 146 126 115 113 97 89 30.6 0.7 0.94 1.12 1 0.86 1.4 146 123 113 113 95 88 30.8 0.7 0.98 1 18 1 0.85 1.4N40143121112110948630.6 0 73 1.01 119 1 OAS 14 119 I10 108 93 85 30.6 078 1.04 122 1 O.eS 1.4diameter 137 118 106 91 30.6 0.785 1.055 1245 1 ODS 14nbbed 135 117 105 90 30.6 0.81 1.09 1.27 1 085 141 55 134 116 104 90 308 0.83 1.11 1.29 1 O.2S 1.4 0.18 screw 132 115 102 89 30.6 0.85 1.13 1.31 1 0 e5 1 4 0.18 100 30.8 0.99 1.26 1.43 h-W 1 0851 1.8 0.18 HerdiePenel® 5/16 48 ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener" 4 edge 8 field Min. No. 20 ga. 33 mil) X 3.625 in. X 1.375 in metal sbrd 16 D-15 198 ISO 163 153 139 127 S8.7 0.7 0.85 1.03 h980 1 085 14 0.18 20 198 175 160 153 135 124 56.7 07 09 108 1 0.85 1.4 0.18 25 lee 171 157 153 132 121 56.7 0.7 094 1.12 1 a85 1.4 0.18 30 198 167 154 153 130 119 56.7 0.7 098 lie 1 0.85 1.4 0.18 35 194 165 152 150 128 118 56.7 073 1.01 lie 1 0.85 1.4 0.18 40 ISO 163 ISO 147 126 116 56.7 0.76 1.04 1.22 1 0.85 1.4 0.1e 45 187 161 149 145 124 115 50.7 0785 LOSS 1.245 1 0.95 1.4 0.18 50 184 159 147 143 123 114 55.7 0.81 1.09 1.27 1 0.85 1.4 0.18 55 182 157 146 141 122 113 56 7 0.83 1.11 129 1 OAS 1.4 Ole 60 ISO 156 145 139 121 112 Se7 0.115 1.13 1.31 1 0.e5 1.4 018 700 149 132 124 115 102 96 58.7 0.e9 126 1 o.as 1.a D.le 6116 48 ET&F 0100in knurled Shank X 1.5 in. long X 0.25 in. 4 edge 8 field Min. No. 20 ga. 33md) X 3.625 in. X 1.375 in metal stud 24 0.15 163 139 126 lie 107 98 33.7 07 0.85 EtPM60 950 I 0.65 1.4 0.18 20 153 135 123 116 104 95 33.7 07 0.9 1 0.05 1.4 0.18 25 153 132 121 118 102 94 33.7 0.7 0.94 1 0.85 14 0.18 30 153 129 119 lie 100 92 33.7 0.7 0.981 0 e5 1.4 0.18 35 150 127 117 116 99 91 33.7 0.73 1.01 1 0.85 14 0.18HardiePane* 40 147 125 116 114 97 90 33.7 0.76 1.041 0.85 1.4 0.18 45 144 124 115 112 96 89 33.7 0.785 1.0851 0.85head 50 t42 122 113 110 95 88 33.7 081 1.091 0.85 1.4 0.18diameter 55 140 121 113 109 94 87 33.7 0.83 1.11 1.85 7.4 0.1epinfestenerz6013912011210793. 87 33.7 0eS 1.131 085 1.4. 0.181001t5893370.99 1261 0 85 t e o 18 1. screws snas penetrate me metai training at icast uree that trreaas. 2. Knurled shank pins shag penetrate the metal framing at least 1/4 inch. 3. Building height - mean roof height (n feet) of a budding. except that eave height shag be used for roof angle O less than or equal to 10* (2-12 roof 4. V,. = ultimate design wind speed S. V d = nominal design wind speed 6. Linear interpolation of budding height (5 60 it) and wind speed is permitted. 7. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C, Pan 1 and Par 3: K.=1. Kd=0.85, GCp I A (hs60), GC' - LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs ether than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per MiamfDade County Florida, NOA 17-0406.06 lope). OGAW4 E e\(ha60) • LURyCP."0 1i\' l Florida Building Code Online Page 1 of 2 a br j : ' Product Approval 4e USER. Public User c a ceerro to :ltiy t:= Product Approval Menu > ProduQ or AoolitaUon Search > Application List > Application Detail FL # FL12194-R6 Application Type Revision Code Version 2Il17 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email S001 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 13 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 G Validation Checklist - Hardcopy Received Certificate of Independence FI 12194 R6 COI ALCiS001.3 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.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/1 /2018 Florida Building Code Online Page 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 04 T4 Soffits final.DdfApprovedforuseoutsideHVHZ: 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 04 T4 Soffits final.odf Created by Independent Third Party: Yes Badc Next Contact Us:: 2601 Weir Stone Road, Tallahassee Fl. 32399 Phoney 1150-497-11124 The State of Florida is an AA/EEO employer, rnevrieht 2007.2011 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 9S0.487.139S. `Pursuant to Section 4S5.275(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. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a go 6ta: M Safe https://www. floridabuilding-org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES ga!L Report No. Certified Testing Laboratories (TST1577) CTLA 1847W Standard Year 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 manufacturers 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 61G20-3. 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 CREEKTechnicalServices, 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 DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" JI-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" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 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 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. I f 1! I I IaY . '' 2017.09.01Rid% 1,P•'•.C E NSF No 74021 10:06:18 S>•• STATE OF '•41/ ` -0 " I00 T••.;c4 O P,: Zachary R. Priest, P.E. 0 Ft QIVA ;, OrganFloridization Registration No. 021 ation No. i t CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (8 pages); 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, 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 UMITATIONS 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-incho.c. Fastener Fastener Location Location 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 11 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Loc lion ALC15001. 3 FL12194-136 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Lo lion ll. ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 121` 4 ADDroved Systems for 124nch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved S stems for 16-inch Overhang with F-Channel 16J # Approved S stems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J4 Approved S stems for 24-inch Overhang with J-Channel Appefldix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection MDP System Panel ps No. Width Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment AttachmentOne ( 1) min. 1 3/4-inch long x One ( 1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch 0.072-inch dia. x min. 3/16- 340.0 12F- 1 Max. Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 16- inch 24-inch o.c. O.C. spaced 36-inch O.C. 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4dnch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F- 2 Max. Three Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 16- inch 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 0.072-inch dia. x min. 1/44nch 48 12F- 3 Max. Masonry One ( 1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 16 inch spaced 8 inch o.c. and securing each panel lap inch o.c. ALC15001. 3 FL12194-R6 . Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or ot Sher 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 Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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-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 crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pallem Wood 44nch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail i25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16FA Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 164nch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 44nch 0.072-inch diameter finishing nail wilh min. 3/16- 143.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1. c. - inch leg staple spaced and securing each panelnelo. o 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 psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples idiamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 2 spaced4-inch o.c. nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 4of8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail wilh min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.0724nch 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 BO/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring,shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer 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 A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psl) Substrate F-Channel .. Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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- Ohe (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples In 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. hank nail sailOne ( 1) min. 1.75-inch each panel lap 16-inch o.c. 2 inch x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 Max. MWood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 1inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for 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 Apo6ndix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry Inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga. y.- x 0.072-inch diameter 24.1-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch 1) min. 2:25 staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ace ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. ailhanknailshank inch nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2NNorm inch x 7d ring shank the nailer of each SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. One (1) min. 1.75-inch Max. anchored to rafter with one gaThr inch crown x 1-inch leg into the end of the securing each panel inch crown x 1 leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two x 7min. 2.25-inch x 7d lap Wood 8-inch o.c. and finishing nail d s min. 3N6-inch head spaced t53.3 inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75 securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each ballen/rafter nail with min. 3/16- intersection. Max. Inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail. 12F-1 & 12 F-3 Min. 3/8" hand din. nail with min: 14" angagemant ifor "woo9 'substrate) or min. 0.097" dls. T-nai,l_'or stub nail with m1n. 5/8" Angagement(for concrete or bloL-k Aubatrate)., spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/44" 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 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 SOFFIT STAPLE OPEN RAFTER APLES 3/4- x 1/4" DIAMOND PATTERN DETAILCROWNSTAPLES . USING A DIAMOND 1 III------.' KTvccH/ MOM PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" x 1/4" CROWN FACIA BOARD i —3/4" TRIM NAILa" r:*F* STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 49" —FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4" x 1/4" DOWN CROWN STAPLE SOFFIT —max.. 12'--inoh span WOOD SOFFIT 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail. OPEN RAFTER 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN J—CHANNEL 1-3/4- TRIM NAIL screwed to noffit PAINTED S.S. 48' with onefll kB x 1/2" x 3/a"'head O.C. diameter screw, 16• O.C. SOFFR—max. 12-inch span. WOOD OR. BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 310; 1- \ SOFFIT STAPLE DIAMOND PATTERN I1 'DETAIL FACIA BOARD ' crvcre! i FASCIA CAP 3/4' X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER. PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 3 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 which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM NAIL FASCIA BOARD PAINIED S.S. FASCIA CAP SOFFIT rxi- CROWN STAPLE OPEN RAFTER FASCIA BOARD II BA S/B' 1-Ndl 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP, REFER 70 SOFFIT t FASCIA DETAIL f' CNANIIEI SOFFITI MAX. W SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail , Min. 3/a" head dia, nail with min. 1!1" er )Agement(for vor3. svhst,rate) Cr' min. 0.097" dia. T-nail or stub nail kith m1n. 5/Q" ongagemant(for concreto or, Block substrate), spared as 'noted above .- ASCIA SLIP BOARD FASCIA TRIM , SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \-"F" CHANNEL Wood . Concrpte or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. t—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 SOFFIT STAPLE OPEN RAFTER r STAPLES 3/a• x t/a' r 'J DIAMOND PATTERN D AIjI+ CROWN s7APLES j 3 9' rEtvmr USING A DIAMOND STAPLES PATTERN FACIA BOARD ` i FASCIA GAP 16F-4 3/4• X 1/4' CROWN FACIA BOARD 1-3/4• TRIM NAIL 8' STAPLE ON CENTER PAINTED S.S. 1-3/4' TRIM NAIL) rNAIUNGF' CHANNEL CAN BE pAINTED S.S. 48" FASCIA CAP INSTALLED' WITH THE, O.C. FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA L-F DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speclfically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM NAIL FASCIA BOARD PAINTED 1.S. FASCIA CAP SOFFIT I'4' CROWN STAPLE OPEN RAPIER FASCIA BOARD I"rl' CROWII STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / \ DETAIL FASCIA CAP; REFER \ 10 SOFFIT L FASCIA BET AP 8y F' CHANNEL SOFFIT; MAX. Ili' _ SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4" X 1/4" CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAILJ PAINTED S.S. 48' O.C. SOFFrr—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B s \ SOFFIT STAPLE DIAMOND PATTERN r DETAIL_ II FACIA BOARD J EuTviz"I Iti AACIA CAP 3/4" X 1 /4" CROWN I ' I FACIA BOARD STAPLE "8" ON CENTER PAINTED TRIM NAIL /J \ X'IPAINTEDS.S. FASCIA CAP 3/4" X 1%4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for 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 B System No. Installation Detail \ 1 TRW NAIL S.S. FASCIA BOARD PANTED .S 1-4• CROWN FASCIA CAP STAPLES SOFf1T USING A STAPLES PATTERN; REFER TO 1AMOND 'a• CROWN STAPLE SOFFIT STAPLE DIAMOND PA7TERII DETAIL 1 TRIM NAR• FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA DETAIL 24F-1 & 24F4 1-4- CROWN STAPLE FASCIA [AP; REFER ~~ 10 SOFFIT • FASCIA / Nominal SYP 3/B1BattenAnthored10SOFFIT; MAX. 24' IF-CHANNEL Rat Jeri with DETAIL one 70 Ring Shank Nell of eery Rafter WOOD SUBSTRATE-\ SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes [hat are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 24F-2 & 24 F-5 14' SM01 R MOOD ALUMINUM COILS, INC Soffits Appendix B I t' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOfitt 1'ut' CROWN STAPLEAU BOARD SOFFIT & FASCIA DETAIL CAP; REFER FIT & FASCIA ALC15OO1.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM NAIL FASCIA BOARD PAU17[D S.S. 146 i' T-IIAILS FASCIA CAP SOFFIT I',I' CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24 F-3 8 24F-6 1'4* CROWN STAPLE FASCIA CAP, REFFR TO SOFFIT & FASCIA DETAILNominal1'a2- SYP Ballen Anthored to SOFFIT. MAX. IL' F-CHANNEL Rafters with one 7d Ring Shank Nail at very Roller MASONRY ALC15001.3 FL12194-R6 Page 11 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 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 f' TRDI NAIL FASCIA BOARD PANTED S.S. CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1's' (RDWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PADITED S.S. DETAIL 24J-1 & ' CROWN STAPLE 24J-2 r FASCIA CAP: REFER 10 SOFFIT L FASCIA DETAIL / Nomtnal I' it 2' SYP ballens 8 \ scabbed between rafters and SOFFIT; MAX. 24- III j/D 1-CNANHEL aecwed wllb one (1)7d ring lank nail stialghl•naded Ina the falter Into the and 11 WOOD SUBSTRATE of the batten or two (2) 7d \ 1 shank nalls loo•natied on \ / either side of the ballem at the ballerVuRer Intersection \ / i SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-116 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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, II, 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C r ?;,.,••-"`su es;for Soffils in%Ez osuFe Bk I '4 r.;,; ram. •.t:-. - _ : Bulldln hfi..:J I+•+' gt- i's v.y Mean::s`.;€ r, Roof , Hsi ht: ft'rM t i '4A."R 12 130 j BasicrWind;S' sail: u.I 140 150 160 m krill" 170 57 180a.+4 sr< w• 190 I tiK{.4 200 n'..: 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 1 -16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9, 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 1 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 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 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 1 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001. 3 FL12194-R6 Page 2 of 4 This evaluation report is provided for 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 C T:jY0i 66'ky 1 y"PiAW, , i d U T ROO'" AN"bidt-it' i W Basic, iftSpied M NP 14A 3 gfs": 5 P . 0 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 1 -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 75.5 Negative 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 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) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 1 19.7 22.9 1 26.3 29.9 33.7 1 37.8 42.1 46.7 60 17.4 1 20.5 23.7 1 27.2 31.0 35.0 1 39.2 43.7 48.4 ALC15001.3 FI-12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, insiallption, recommended use, or other product attributes that are not specifically addressed herein. I CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C RMW ffWA6Hiesioh -Ptesufresl6f%86 fts' i6 Ekoo§bie g": i-'ifn 0) Ami, 5 WIN. W '910 R'!i14 4 1 ?00.. 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 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81. - 50 29.4 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 86.4 95. 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 ALC 15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" 1/8" HEM 15/8" T7 3/8' ISOMETRIC VIEW 3/0' PROFILE ISOMETRIC VIEW 34' PROFILE ALUMINUM COILS, INC Soffits Appl'ndix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1 1/8" HEM J E 1/4" 6"FASCIA T" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 02ST1 0.124 M 18 BLANK B. PROFILE 21M'FU tiaoo oa ooaoo 000 000a ooao 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. 0 CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 112" 3/4' 1/8" 02YTT 0.129,TVP. 13.75" BLANK 3/8" PROFILE io7T0[t a ooaa 00 0000a 000 0000 a a 0 a ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 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. Florida Building Code Online Page 1 of 3 MtnBuMness • • + • SOS Home cop In User Registration Hirt Topic Submit surcharge stats & Facts i Publications FEC Stall ; SOS Site Map links Search lorimh y UdaWs Product Approval t"7 USER: Public User ti%f iriM7,crt Proouet Approval Menu > ProAu[t or Aoohotion Sea¢h > Application List > Application Detail FL # FL7006-R30 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 3114 708)496-2800 Ext200 rm etz001 @ta m pa bay. rr. com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetz001 @tampa bay. rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method I 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, Biltmore and Biltmore HD Laminated architectural fiberglass asphalt shingle 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 HVHZ: Yes Approved for use outside HVHZ: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 20171 from FM.Ddf Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM 03462 letter - (9-26- 2017).Ddf FL7006 R30 C CAC Letter - ASTM E108 letter - (9-26- Design Pressure: N/A Other: 2017).DdfDdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions Letter - InstallationFL7006R10IIIKO-187-02-01 Instructions for FBC FL7006.Ddf 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 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 ASTM D 3462 - Shinale letter Surveillance Audit Location - (6-28-2017).pdf FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM,odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).DdfDdf 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 Hip and Ridge Car) Shinale Installation Instructions.ndf FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006 Ddf 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 Starter Strip One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for•use-in-HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 2017) from FM.odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).Ddf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- Design Pressure: N/A Other: 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 o,n 11 annfina-products-ieadina-Edoe-Plus- Application -EN( 1). Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgse7mYB d2b3 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 1KO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: 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- 2017).odf FL7006 R10 C CAC Letter - ASTM E108 letter - (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: a Next Contact us :: 2601 Alakr Stone Road. Tallahassee FL 32399 Phone: ASO-497-1A24 The State of Florida is an AA/EEO employer. Coovnoht 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 mall 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 45S.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emallS provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Departrnem 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 bere . Product Approval Accepts: M ® ® 99 Credit Card Safe https:// www.f]oridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018 AW"WAIr 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: C Signed: ^ Brad Grzybo ski Duc T.IN u en Managing D rector Florida R- 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 Calsbuclion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621.5'M Fax: 813.621-5840 email: maledalstesbng@pianLcom WebSite: hapJA~pn=Lcom 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: Shinglesshouldsealtotheunderlyingcoursewhenthefactoryappliedasphaltsealantissufficientlywarmedbythe heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES AiSEAUNGSTRIPtII `CrtfB' NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, LLC. 602 Badger Drive Tampa, FL 33610 Tel. 813-621-5777 Fax: 813-621.5840 e-mail: matenalstestirg@pricmLoom WebSae: hap:/A~.pncrntoom 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 (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 5-7/8". 6 3M-t 1 TIi N jLS V NAILING - STEEP SLOPES APPLICATION Use six nails as shown. r, 1 1 r 1 NAIL LINE n n CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Constnic0on Materials Technologies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel• 813-621.5777 Fax 813.621.5840 e-mail. matedalstesting&nanWom webSne: htlpJMM.PdCmLaom 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. THEY ARE 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. TAPER CUT PRI ConsmpcWn Materials Techrologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel* 813-621-SM Fax: 813-621.5840 e-mail- materialstes6ng@pricmLC0m WebSite: httpJANWW.pdCmLCom 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 comer 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. PR Constriction Materials Technologies, I.I.C. 6412 Badger Drive Tampa, Ft. 33610 Tel: 813.621-SM Fax: 813.621.5B40 e-mail: materialstesfing@pdrxntcom WebSne: httpJAwww.pnantcom Florida Building Code Online Page 1 of 2 Iry PyofessionatRequiation i SCIS Home I lap In I User Registration Hot Topics ( submit Surcharge Stets & Facts i Publications FSC Stag j SCIS Site Map Links Search a b Product Approval4"b"USER:Public User t+r{ic'm Product Aooroval Menu > Product or Aoolicahon Search > AOoaCation US t > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 7 InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 94S-2891 elozano@interwrap.com Roofing Undedayments 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 SE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R3 COI 2017 01 COI Nleminen.odf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVM2: No FFLIS216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideNVM2: 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 Belt Nett Contact In :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO employer. Copyright 2007-2013 State of Honda.:: prtvaev Statement :: Accesslbliity Statement :: Refund Statemem 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 B50.487.139S. -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 !mall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: NSER© Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/6/2018 QOTP.,INITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, U.C. Certificote of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-113 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' 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) 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 The facsimile seal appearing was authorrsed by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 TrinityI ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. V TRINITYIERD 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 6`" 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 1507.1.1, T1507.1.1 1507.1.1 3. REFERENCES: iniity ITS(TST1509) ITS(TST1509) ITS(TST1509) PRI (TST5878) ITS (QUA3673) 4. PRODUCT DESCRIPTION: Properties Standard Year Unrolling, Breaking Strength, Pliability ASTM D226 2009 Tear Strength ASTM D1970 2015 Examination Reference Date Physical Properties 100539395COQ-006 10/27/2011 Physical Properties 100539395COQ-002 10/27/2011 Physical Properties 100539395COQ-006 03/14/2014 ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 Quality Control Service Confirmation 09/30/2017 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'f ROOf DOVE 6PTIONs w41•?irM4%OA Vic MA' Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20Yes° No No 3,Ei' Yes t',Y,es ` t No 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 140S10.02.12-R3 Certificote of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL1S216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 2 of 3 6. INSTALLATION: QOTRINITYIERD 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 toremoveanydustanddebrispriortoapplication. ors •..err. v..a!rixevar arZ6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1S07.1.1 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 facingup). The use of staples is prohibited. 6.3.2 Single Laver: Roof Slope > 4.12.. End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface isrequired. 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 positionedovercapnails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrappublishedinstructions. 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 140510.02.12-R3CertificateOfAuthorizationJt95036r"EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 3 of 3 RhinoRoof ® U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinbRoof' 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 RhinoRoof' 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 vary with 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 Charleston, SC • Vancouver, BC • Mission, BC • Montreal, QCIt -.k q* e vw Web: www.interWrap.com/roofing I E-mail: info®interwrap.com ME c Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 Nsiness•. Profes ionalReplation FACr SCis Home I tag In I user Registration Mot Topic submit Surcharge Scats s Pacts Publications ( PBC Stall SCIS Site Map Unks search a 2 Am-*& br'rSUSER: Product Approval i Public User LLyy t-iy:t:m Product Adoroval Menu > Produtt or Aooliratlon Search > Aoolicahon Ust > Application Detail u 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 jhkelsey@semetals.com 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 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 r Validation Checklist - Hardcopy Received Certificate of Independence fl 16994 R5 COI SEM14001 5a 2017 FBC Eval Report Off-Ridoe Vent final.odf Referenced Standard 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:H,A ww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/26/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-R off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 I) SEM14001.5a 2017 FBC Eval ReportOff- Ridoe Vent final.odf ApprovedforuseoutsideHVHZ: Yes 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 Report 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 tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 II SEM14001.5b 2017 FBC Eval Report The Roof Vent final.odf ApprovedforuseoutsideHVHZ: 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 R5 AE SEM14001.5h 2017 FBC Eval Report Tile Roof Vent final.odf Created by Independent Third Party: Yes Back Ne: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 Departrnent with an small 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 Aecepta: 9 Credit Card Safe. https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgvBwYu9TrZN... 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 Industry Drive Jacksonville, FL 32218 800)874-0335 http,//www.semetals.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 Ka2y. PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) PRODUCT DESCRIPTION Report No. Standard Year SEM-029-02-01 ASTM E 330 2014 SEM-031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 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 sealing washers or min. 12 ga. x 1-1/4-inch ring 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 -13.6 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, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Y R. I p' Q •' • .\ C, E No 74021 13 STATE OF :•44/ ` C` ` CERTIFICATION OF INDEPENDENCE 2017.10.10 10:29:43 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 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. MIAW-DADE COUNTY MIAMI-QADE PRODUCT CONTROL SECTION WIN 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.gov/tconomv 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 I through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 MMMI•DA. COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: 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 Agency Test Identifier Test Name/Revort 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: 13/ 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-'/4" 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 DRAWINGS 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 r s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S V Job Address: 'Jc1 «cryl Lbu p Historic District: Yes No Of Parcel ID: Residential Pa,' Commercial Type of Work: New Addition Alteration Repair Demo 1-1Change ofUse Move yy Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: I Property Owner Information j A S C O-t " P lu rl" 3 n 5 Name Phone: @ GkWA_`1 Cl) r Street: Resident of property?: City, State Zip: Contractor Information b// / / V • O V Name cwft wx6-on C irl'se 1 Phone: t Street: " 246S 109A O r. Fax: J 0 7 9d r(c City, State Zip: 6S ATU 041d I F4 3 `l 7 ? I State License No.: Name: Street: City, St, Zip: Bonding Company: Arch itectlEng1neer Information Phone: Fax: E- mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING .YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sig Lure 96,n or/Agent L Date Print Contractor/Agent's Name 111tii111111!!!I/X// Signat (Notary-S teof Vda I ! Dam V'_kktAb41Q F,. N'* per : IFF In% Contractor/Agent is Personally 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 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Revised: June 30, 2015 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application f 1 DESCRIPTION AS FURNISHED: Lot 172. 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 l LOT 163 vLOT164LOT162 1 N 89'40'51 " E 1 40.00' ; 1 LOT 172 20.00' 27.3X 5.00' J IB.O' _. I 1 J.00' rA FOUNDATION to IOF TOP OF O FORM LOT 171 c VORM AV CE SOKoOmLOT173 a a N N 5.00' 5.00' 36. . 23.00' 25.00' 1 f0' UII P.C. 156.00, `t CS41T. LOB N 8r40 51 " E 40.00' SETBACKS AS FURNISHED DNT " REAR . 20' SAL THARSH LOOPSIDE (40- SfOE 5' (40' LOT) 7.5' (60' LOT) --- -- 10. (75' Lo1) 50'PRIVATE IVIV 10SIDESTREET - 25' (60' k 75' LOT) 15' (40' LOT) 25' FROM SETBACK CAN BE REPLACED TO 20' ON CERTAIN LOTS. NO MORE THAN IN SUCCESSKW AT 20' A MINMUM PLOT PLAN AREA CALCULATIONS OFW SUCCESSION SO TOTAL LOT AREA 4.400 * SOUARE FEET PROPOSED - FlNSH£D SPOT CPAOE ELEVATIONS FLAVIVORK ON/OFF LOT - TOTAL * SQUARE FEET FLATWORK PERDRAINAGEPLANSG m PROPOSED ORAINMGE FLOW ORNE 400/ 114. 514 * SOUARE FEET WALKS 10/ 200- 240 F): DPAIDN/PAO 1.740 * SOUARE FEET ILOTGRADINGTYPEA ,Spp SOUARE FEET 2, 025/ 126 2,131 * SOUARE FEET REAR PA/10 103 * SOUARE FEET FROM PORCH DECK 72 * SOUARE FEET PROPOSED F.F. PER PLANS - 30.5' N07G FEET FMff S CwALK AND SIRrEr LWAnOM TAIto1 FROM ROMM O, T • tHf/mAD* GRUSEMWEYER- SCOTT & ASSOC., INC. - LAND SURVEYORS LCOM - Low% - 0 : t 010 Lac Norm4W E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 1f¢.a v. . am /vc ru . rmn or A[VgQ CWNANC IL . to m . 1 or C"aAw CW VAIWC 1. 1Nf umaeic m 000 NOOI' L011rf INv na 5110SY NaIS nt 57AI0A1104 of /IUC11R SR P7RN r na )InaM Tam of CWCIC • Vr 1A /k9 .3 wW • LWAL am Y. : o It .fM 11 11 M016rOWl. IIAI4L/0Q ANp NVrOB N CN.MIaI QFI) Il0AD1 AplsaaaL! COOC /IItSLIIIr tD S[RIr L7F iIa Sun" LIMOSOMaILIKIMYiO1MM1! NO CII MNe MMW a:N. MS aNIKf LLM dl C011O AIM x WIA vmcPAL •' m ar um wa CALL . Craulo a na sltnar as wonlm n1ul ff I/alalaloN 0AUNS W 1n 0¢ Sh111EY k /ROTE Wr K anon Iallxnow a OSaolls ?Wr An= na nlarom q . rom O CatoCpslrt o. . rOII1/ 0I1 4l0mICC Ioalort t . N.Au rr. . fpMto fLO7t «LVAia1 NO www I " Lwn0lfllcas Taff ELI (oalm m m a vww Dom NO • N.A. L tiDR ttV . 16ppa QTVtI La[ L Ala ARW Q MOMLo Lon Off SNZ WOW Of DOW CMVXD W AND DO W N9r M 40" /RCN Er ANr ONN Onln. W . IOlnd-Vrr k . 0fMM4 tL . MY t/Or LAML ORA)CIad Dow a* ne towav Or LanwOf n Nolan SNO" *r LC k= M ACm1Q100r OCKA" r I/L7. DOUM 7. WA WM AIK &= AMAM dUM NO ON W OR POW At &M WARM 048) lt: M7fICV. WnN Or gen. WESS an[LN6[ MOIm. aW%m LL" MCC V0011pOC CQRGR Of AUnORMMON ft 4U& CA CA . COaol[ M r1. • roan tWVAn1a SCARE .---1• - 20• DOOM W. No w rr. • ran s 9""Cr tttt • ecmlulal LY:ROF&D er. at< 6AnKx NIA i OAC tncd PLOT PLAN 01-22-2018 p e NORIN MRW90AR0 FOUN01T10N/E1EV$. 04-16-18 2J1._I im & IADINC\A00PCW 00ES NOT UE "FrMN 111E ESTA&JSHW 100 /EAR RGOO AANE AS PER %W* RL / 4714 ZONE ? P MP / 12117000Y0 f (09-28-07) LS 4801 4M UNIVERSAL 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 Worltorder No: 9371993-2 Report Date: 4/19/2018 l9-l0s75' In -Place Density Test Report Client: r,-, UES Tf3fteeAlberto Aguirre 5200 Vineland Road, Suite 200 Tested: 04/19/2018 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing Area Tested: Lot 172 3911 Saltmarsh Loop Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method 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 per Dptimum Moisture Field Dry Density per Field Moisture I Soil Compaction Native Depth inch) Pass or Fail 6 East Footing 0-1 ft 106.8 10.6 106.7 7.1 100 N/A Pas: 7 North Footing 1-2 ft 106.8 10.6 107.9 6.7 101 N/A Pas: 8 West Footing 1-2 ft 106.8 10.6 108.3 8.0 101 N/A Pas: 9 Southeast Comer Of Pad (TOF) 1-2 ft 106.8 10.6 108.4 10.6 101 N/A Pas: 10 1 Northwest Comer Of Pad (TOF) 1 2-3 ft 1 106.81 10.6 107.3 10.9 100 N/A Pas: Remarks: ( TOF)=TOP OF FILL Tn nn/nAI:..A n ...../..n/ n...InM:nn /n I H.n O..AI:n n 6 n...r.n/..nn nil inni.Ae — ....h. W-4 nn nn.1 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION m L Application No: PafflL Documented Construction Value: $ Job Address: 3P l) .S()J j"ilrn4. /l Loyl2 Historic District: Yes No Parcel ID: ResidentiaLo—c-o-'rnmercial Type of Work: New R-Add ition Alteration Repair Demo Change of Use Move Description of Work: I_-- i1-i -1't Ca) ikJ L-)/ Y Plan- Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name s 77 i Phone: 88 -9 /0-3 03 CA 23 2 Street: 1Q3gl 59iW R& Fad: City, State Zip ln mnn / .'i 3 State License No.: :r 3u(a5yu Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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 Permit Application re uirements of this permit, there may be additional restrictions applicable to this property that may berOTICE: In addition to the qfoundinthepublicrecordsofthis county, and there may be additional -permits required from other governmental entities such as water _ management districts, state agencies, or federal agencies. of permit is verification that i will notify the owner of the property of the requirements of Florida Lien Law, VS 713. Acceptance P ittal The City of Sanford requires payment of a plan review fee at the the of permit construction value ofAcopyofhhejobat executed ettime of submntractisuttal in order to calculate a plan review charge and will be con permit is issued, in The actual construction value will bhougd calculated charg scurrent figured off the execu edlcontracteexceed the actual construction value, accordance with local ordinance. S_ credit'will be applied to your permit fees when the permit'is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information i accn nge and that all work will be done in compliance with all applicable laws regulating construction Signature of owner/Agent - Date Print Owner/Agent's Name - D Signature o11 f Notary - State ate of Florida , Owner/Agent is Personally' Known to Me or - Produced ID . Type of ) prin c- Cantractor/Agent's Name Ittranril Q.. l yf u i3 Clalr Da" Signature 11 ptary-Stat.3UfRg ft - ( ' GG1512 21 Upires: 000ber15, F 1t 11. 1• 1 Yonotu (nttl — U 1 Contractor/Agent is Pe sonally Known to;fi Ce' Produced ID Type BELOW IS FOR OFFICE USE ONLY Required: Building EI ctrical Mechanical Plumbing[] Gas Roof Permits q. Flood Zone: Construction Type: •, Occupancy Use, Total Sq Ft of Bldg: Min. Occupancy Load: - of Stories: New Construction: Electric - # of Amps - Plumbing = # of Fixtures Fire Alarm Permit:' Yes - No Fire Sprinkler Permit: Yes No [3 # of Heads APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: ltine 30, 2015 A F CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I? J I o S S Documented Construction Value: S 4420 Job Address: 3911 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1720 Lot 172 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 and ventilation 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 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: 40 City, State Zip: Winter Park, EL 32792 State License No.: CAC 032444 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plats 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 fore oing information is accurate and that all work will be done its compliance with all applicable laws regulati g 96nstructipu and zoning. Signature of Owner/Agent Date Si nature of Kevin Stine Print Owner/Agent's Name Print Contlactor/Agent's Nam_ Signature of Notary -State of Florida Date Signature 5/10/18 Date KELLY WEBSTER Notary Public - State of Florida Commission tP FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age 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: 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application